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BUP2014 00098 & ME,, C2014 00215 DRAWING INDEX RESPONSIBILITY SCHEDULE • ISSUE ISSUE CURRENT REVISION DATE SUPPLIED BY: INSTALLED BY: ��j ��j J�]�j ��E M. NO. DRAWING NAME g\Jf:.l AJA @ L DATE DATE 0 0 0 z _ CARLSON Y architecture - planning • interior design - -_ ARCHITECTURAL o o m MAY 6 2014 BRUCE M. CARLSON, ARCHITECT _ -_ Z Z - o 0c� 800 WAS HINGTON AVE. N., SUITE 208W CITYOITIGARD= A-0.1COVER SHEET Z MINNEAPOLIS MN 55401_1148 o 0- o o Z. - _ _ Z BUILDING DIVISI N PHONE. 612) 547-1300_ _ Z Z Z A-02 ARCHTECURSECFICATINS Q_ z z J Z Z Z Z z COMMENTS SCOPE OF WORK z EMAIL inoOcmarch.com . __ - = = - -- W w w Q W W W Q W x A-0.3 ARCHITECTURAL SPECIFICATIONS �- 0 J 0 J w . CONTACT. ERIC BROOSTIN = A-OA ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL 0 ♦ ■ 0 ♦ ■= O O CONCRETE FLOOR SLAB ♦ 0 G.C.TO PATCH/REPAIR AS REQ'D = = Project Address A-0.5 ARCHITECTURAL SPECIFICATIONS _ _ = SALES AREA TILE FLOORING ■ = _ = RESTROOM AND DRINKING FOUNTAIN PORCELAIN FLOOR AND WALL TILE A-0.6 FINISH MATERIALS SPECIFICATIONS ' .. = .. - PREPARATION OF FLOOR SLAB AND SALES AREA ANTI CRACKING MEMBRANE D X L #9735 = -- = _ = A-0.7 DOOR SC�ULE AND DETAILS CARPET IN SALES AREA ■ - _- - DEMISING TI GYPSUM BOARD- -- RATED D IS NG PARTY ON G SU O RD • O O G.C.TO PATCH/REPAIR WASHINGTON SQUARE T00 - c r L�� Q F1 - 1 FIXTURE FLOOR PLAN � - I -"''""'"`""""""'""'`""""=' PARTITIONS WITHIN LEASED SPACE ♦ ♦ O " m F-12 WALL STANDARDS PLAN • ♦ 10218 SW WASHINGTON �•�"'_��'•�'"'� METAL STRAPPING, BLOCKING AND LEDGERS A— ACOUSTIC AND THERMAL INSULATION ...... ..; ;;x::a aos..... _- _ - 1 ARCH INTERIOR WALL FINISHES PER TENANT DRAWING = SQUARE ROAD . A-1.2 RN M FLOOR PLAN WALL MOUNTED STANDARDS, PANELS AND HARDWARE ON SALES FLOOR ♦ R _ = =__ _= BACK OF HOUSE MILLWORK AND SHOP DRAWINGS _ _ _ _ - TIONS AND DETALS A 1.3 WALL sEc TIGARD , TAILOR SHOP SHELVING OR _- _ = BACK OF HOUSE WALL STANDARDS .. A t4 WALL SECTIONS AND DETALS _= - BACK OF HOUSE STOCKROOM SHELVING 97223 — TED CE PLAN COUNTERS CABINETS SHELVING AND MISC. CASEWORK AT BACK OF HOUSE A 21 REFLEC LING REFRIGERATOR, MICROWAVE, COFFEE MAKER IN LOUNGE. ■ A-22 DETAILS WOOD BASE ♦ ♦ Issue Date A-23 CEILING MTAILS VINYL BASE ♦ ♦ 04-21 -14 A-31 INTERIOR ELEVATIONS FITTING ROOMS, MANAGERS OFFICE,TAILOR SHOP HARDWARE ♦ ♦ SEE DOOR SCHEDULE Revisions HOLLOW METAL FRAMES AND DOOR HARDWARE ♦ ♦ Date Description By A-32 INTERIOR ELEVATIONS FITTING ROOM DOORS ■ FITTING ROOM COMPARTMENT ACCESSORIES ■ ♦ 0 A-4,.1 ENLARGED FTTTM ROOM PLAN AND ELEVATIONS FITTING ROOM MIRRORS AND WF-1 MIRRORS AL A A-42 BACK OF HOUSE PLAN AND E_EVATIONS FITTING ROOM MIRROR FRAMES ■ ♦ 0 STOREFRONT FRAMING AND GLAZING ♦ ♦ O A-51 STOREFRONT PLAN AND EXTERIOR ELEVATION STOREFRONT DOUBLE DOORS ♦ ♦ GYP. BOARD CEILING,GYP. BOARD SOFFITS AND SUPPORT FRAMING AS NOTED A-52 STOREFRONT EXTERIOR ELEVATION LAY-IN CEILING TILES/GRID FIBERGLASS ACCENT PANELS AND DOORS IN CEILINGS AND PARTITIONS ♦ ♦ Q CASHWRAP AND FREE STANDING FLOOR FIXTURES ■ MECHANICAL WALL FIXTURES El AlQ M-1.0 MECHANICAL PLAN TOILET ROOM ACCESSORIES FLOOR SAFE IN OFFICE ■ M-20 MECHANICAL KEYNOTES AND SCHEDULES FIRE-SAFING AND FIRE-PROOFING ".0 MECHANICAL AND PLUIVBIVG SPECIMA,TIONS REMOVE EXISTING BARRICADE AT STOREFRONT A A CD STOCKROOM LOCKERS AND FURNITURE ■ ♦ Q DRINKING FOUNTAIN T-3 AND T-4 A . ♦ a ELECTRICAL GRAPHIC TRACK ■ SUPPLY AND INSTALL POLYGAL AT STOREFRONT ♦ ♦ 0 E-1.0 L.IGH LNG PLAN ARCHITECTURAL CEILING ELEMENTS E-2.0 POWER PLAN CASHWRAP BEAMS ■ WASHINGTON SQUAR TOOSTUDIO BEAMS ■ E-2.1 LOW VOLTAGE PLAN LIGHT TROUGHS ■ ♦ n n E-3.0 ONE LINE AND SCHEDULES CEILING CLOUDS ♦ ♦ IIIL..l`�Ill SIGNAGE ry A R E ROAD TIGARD R 97223 E-31 B_ECTRICAL PANEL SCHEDULE POWER FOR ALL SIGNS REMOVAL OF ANY EXISTING SIGNAGEWA HIN T N U _ 10206 SW S E 4LO SCHEDULES ADA SIGNAGE(INTERIOR&EXTERIOR) BUILDING SIGNS ■ ■ PYLON&MONUMENT SIGNS ■ ■ CY STORE TYPE PLUMBING TEMPORARY BANNERS ■ CUSTOMER PARKING SIGNS ■ ■ P-1.0 PLUM BM PLAN GRAPHICS INTERIOR WALL GRAPHICS ■ DESIG BUILD UNDER SEPARATE PERMIT. EXTERIOR GRAPHICS ■ ♦ Z - SIGNAGE OPAQUE WINDOW FILM ■ ♦ IF REQUIRED � O - LANDLORD WORK - SEE PROJECT DESCRIPTION SPANDREL GLASS ♦ IF REQUIRED - FIRE ALARM PLANS AND WORK BY LANDLORD. EXTERIOR EXTERIOR PAINTING ♦ ♦ IF REQUIRED REGULATORY AGENCIES ABBREVIATIONS PROJECT CODE ANALYSIS STOREFRONT REPAIR(EIFS, MASONRY) ♦ ♦ IF REQUIRED 0 ^ ' ACM PANELS ♦ ♦ IF REQUIRED � � ` v 1. PROJECT NAME: DESTINATION XL EXTERIOR BUILDING LIGHTING ♦ ♦ IF REQUIRED 2. PROJECT ADDRESS: 10206 WASHINTON SQUARE ROAD, TIGARD, OR 97223 SITE WORK LANDSCAPING ♦ ♦ IF REQUIRED ® _ T ADJ. - ADJUSTABLE MECH. - MECHANICAL 3. PROJECT DESCRIPTION: RETAIL STORE PARKING LOT(STRIPING OR PAVING) ♦ ♦ IF REQUIRED ♦ � V AA - ALUMINUM ASSOCIATION TU 4. APPLICABLE CODES: ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES PER CITY OR COUNTY INCLUDING, BUT NOT LIMITED TO THE PARKING LOT LIGHTING ♦ ♦ IF REQUIRED V HAMA - AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION A.F.F. - ABOVE FINISHED FLOOR MED. - MEDIUM BOLLARDS ♦ ♦ IF REQUIRED ALT. - ALTERNATE MFR. - MANUFACTURER FOLLOWING: ACI - AMERICAN CONCRETE INSTITUTE SIDEWALK(REPAIR/INSTALL) ♦ ♦ IF REQUIRED ADC - AIR DIFFUSER COUNCIL ALUM. - ALUMINUM MIN. - MINIMUM BUILDING CODE 2010 OREGON STRUCTURAL SPECIALTY CODE HCAP RAMPS&RAILS ♦ ♦ IF REQUIRED AGA - AMERICAN GAS ASSOCIATION ANDD. - ANODIZED M. - MIRROR ACCESSIBILITY CODE 2010 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 DUMPSTER ENCLOSURES ♦ ♦ IF REQUIRED CD 3:: ryry AIEE - AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS AUTO. - AUTOMATIC MISC. - MISCELLANEOUS FlRE/LIFE SAFETY CODE 2010 OREGON FIRE CODE ELECTRICAL RISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION APPROX. - APPROXIMATE MLD G. — MOLDING CONSECUTIVELY LABELED PANEL INDEX ♦ ♦ AISI - AMERICAN IRON AND STEEL INSTITUTE B/O _ By Mn' _ MOUNTED ELECTRICAL CODE: 2011 OREGON ELECTRICAL SPECIALTY CODE CONTINUITY TEST REPORT FINISHED TO TENANT AMCA - AIR MOVING AND CONDITIONING ASSOCIATION ELK. - BLOCK NO. - NUMBER ENERGY CODE 2010 OREGON STRUCTURAL SPECIALTY CODE METERING VERIFICATION � e� ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE MECHANICAL CODE: 2010 OREGON MECHANICAL SPECIALTY CODE WIRING AND CONDUIT IN TENANT SCOPE LIGHTING/DATA/POWER OUTLETS ♦ ♦ V Q APA - AMERICAN PLYWOOD ASSOCIATION BLK'G. - BLOCKING NOM. - NOMINAL LIGHT FIXTURES-SALES AND DISPLAY ■ ARI - AIR CONDITIONING dt REFRIGERATION INSTITUTE BOT. - BOTTOM NON-COM - NON-COMBUSTIBLE PLUMBING CODE 2011 OREGON PLUMBING SPECIALTY CODE EMERGENCY LIGHTS AND SIDE LIT EXIT SIGNS ■ ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATING dt AIR CONDITIONING ENGINEERS CLG. - CEILING N.T.S. - NOT TO SCALE ASME - AMERICAN SOCIETY OF MECHANICAL ENGINEERS OLR• — CLEAR O.C. — ON CENTER LAMPS AND INSTALL ON TRACK FIXTURES ■ ♦ C/*-) ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS COL - COLUMN PLAS. LAM. - PLASTIC LAMINATE 5. BUILDING DATA: SIGNAGE AT STOREFRONT AND/OR/EXTERIOR ■ ■ AWI - ARCHITECTURAL WOODWORK INSTITUTE CONST. - CONSTRUCTION PTD, - PAINTED OCCUPANCY TENANT LEASE SPACE SPEAKERS/SPEAKER CANS ■ ■ 0 AWPA - AMERICAN WOOD PRESERVERS ASSOCIATION CONT. - CONTINUOUS RAD. - RADIUS USE GROUP GROUP "M" SPEAKER WIRING ■ ■ N 1� AWS - AMERICAN WELDING SOCIETY CONTR. - CONTRACTOR REF. - REFERENCE 2"DIA PVC CONDUIT UNDER SLAB WITH PULL STRINGS ♦ ♦ �1 v BIA - BRICK INSTITUTE OF AMERICA CONSTRUCTION CLASSIFICATION TYPE "IIB' CONDUIT W/PULL STRINGS FROM SPEAKER CANS TO MANAGER OFFICE DET. — DETAIL REM. — REMOVE DIAG. — DIAGONAL REQ D. — REQUIRED LEASE AREA IN BUILDING YES EXISTING BELUBUZZER AT RECEIVING DOOR CRSI - CONCRETE REINFORCING STEEL INSTITUTE AUDIOVISUAL SYSTEM CONDUITS/JUNCTION BOXES ♦ ♦ OL - ELECTRICAL. TESTING LABORATORIES Dom• - DIAMETER RET. - RETURN SPRINKLERED YES, GC TO MODIFY FGMZ - FLAT GLASS MARKETING ASSOCIATION DIM. - DIMENSION REV. - REVISION AUDIOVISUAL COMPONENTS COORDINATION ■ ♦ FS - FEDERAL SPECIFICATION DN. - DOWN SECT. - SECTION GROSS LEASE AREA 6,378 S.F. TOTAL AUDIONISUAL COMPONENTS ■ IES - ILLUMINATING ENGINEERING SOCIETY DWG. - DRAWING S.F. - SQUARE FOOT EXIT ILLUMINAITON EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON DRAWINGS. SECURITY SYSTEM ■ MIA - MARBLE INSTITUTE OF AMERICA EA. — EACH SHT. — SHEET POWER FOR BOILER AND MINI-STEAM PRESS N/A NAAMM - NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS ELECT. — ELECTRICAL SIM. — SIMILAR CAT5E FOR IN STORE NETWORK AND TELEPHONE ■ ■ NBS - NATIONAL BUREAU OF STANDARDS EQ. - EQUAL SPEC. - SPECIFICATION 6. OCCUPANCY CALCULATIONS: TERMINATE IN STORE NETWORK AND TELEPHONE SYSTEM CABLING ■ ■ NCMA - NATIONAL CONCRETE MASONRY INSTITUTE EQUIP. - EQUIPMENT SQ. - SQUARE TOTAL AREA: 8,025 SQ. FT. ROOF PENETRATIONS FOR DIRECT T.V. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION IXIST'G. EXISTING STD. - STANDARD OCCUPANCY LOAD: NON-SALES AREA = 1,647 SQ. FT. 0 1 OCCUPANT PER 300 SQ. FT. = 5 KNOX BOX IF REQUIRED A A z NFPA - NATIONAL FIRE PROTECTION ASSOCIATION EXT. - EXTERIOR SYM, - SYMMETRICAL FLAT SCREEN TV ■ ■ O NSF - NATIONAL SANITATION FOUNDATION FLR. - FLOOR �, _ SYSTEM SALES AREA = 6,378 SQ. FT. 0 1 OCCUPANT PER 30 SQ. FT. = 212 FIRE PROTECTION NTMA - NATIONAL TERRAllO dt MOSAIC ASSOCIATION F.R.P. FIBERGLASS REINFORCED PLASTIC TEMP. - TEMPORARY TOTAL OCCUPANCY LOAD = 217 FIRE EXTINGUISHERS COORDINATE LOCATIONS W/FIRE MARSHALL TENANTS REP PCA - PORTLAND CEMENT ASSOCIATION F.R.T. - FIRE RETARDANT TREATED TYP. - TYPICAL MECHANICAL PS - PRODUCT STANDARD, U.S. DEPT. OF COMMERCE FURR'G. - FURRING U.O.N. - UNLESS OTHERWISE NOTED ROOF PENETRATIONS AND PATCHING FOR HOOD FAN N/A SIGMA - SEALED INSULATING GLASS MANUFACTURERS ASSOCIATION HD. - HEAVY DUTY VERT. - Vq�� 7. IXff REQUIREMENTS: STEAM HOOD DUCTWORK AND SUPPORTING FRAMING N/A 111111111111111110 SMACNA - SHEET METAL dt AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION HDWR. - HARDWARE V.I.F. - VERIFY IN FIELD MIN. EGRESS WIDTH IS 72' EXHAUST FAN WITH CONTROLS AND CONNECTIONS SSPC - STEEL STRUCTURES PAINTING COUNCIL HORZ. - HORIZONTAL W/ - WITH MIN. NUMBER OF EXITS REQUIRED IS (2} FOR OCCUPANT LOADS OF 50 OR MORE (AS INDICATED ON DRAWINGS} FIXTURES AND EQUIPMENT TCA - TILE COUNCIL OF AMERICA HR. - HOUR W/0 - WITHOUT PLUMBING _ HT. — HEIGHT � — AND BASIC WATER PIPING FOR PRESSING EQUIPMENT DISTRIBUTION IF REQUIRED UL UNDERWRITERS LABORATORIES, INC. WCUB - WEST COAST LUMBER INSPECTION BUREAU L.P. _ LIGHT PANEL 0 _ AT 8. PLUMBING FIXTURES: STEAMER PIPING DISTRIBUTION IF REQUIRED WWPA - WESTERN WOOD PRODUCTS ASSOCIATION MAX. MAXIMUM CENTER LINE GAS PIPING/TAILOR SHOP(IF REQUIRED) N/A SPIB - SOUTHERN PINE INSPECTION BUREAU WOMAN'S TOILET ROOM: WATER CLOSED: (1) REQUIRED, (1) PROVIDED FLOOR DRAINS INDICATED ♦ ♦ MEN'S TOILET ROOM: WRIER LAVATORIES: CLOSETS: (1)UREQUIRED, (1) PROVIDED WATER SUPPLY DED WATER HEATERAND FLOOR DRAIN FOR BOILER AND STEAM PRESS ♦ ® N/A FM LAVATORIES: (1) REQUIRED, (1) PROVIDED SINK @ EMPLOYEE LOUNGE AREA POST CONSTRUCTION HVLO DRINKING FOUNTAIN: (1) REQUIRED, (1) PROVIDED FINAL CLEAN UP AND MAKE READY FOR OCCUPANCY . ?2— MOP SINK: (1) REQUIRED, (1) PROVIDED UJ SYMBOL LEGEND PROJECT LOCATION PLAN KEY PLAN PROJECT DIRECTORY 0 CEILING TAG ACCESSORIES TAG TENANT: TENANTS ARCHITECT OF RECORD: �RA�WNG TITLE A.F.F 1 DESTINATION XL e � BRUCE M. CARLSON, ARCHITECT OSTIN finish 555 TURNPIKE STREET 800 WASHINGTONCAVEON SUITE 208 DOOR TAG ;y CANTON, MA 02021 MINNEAPOLIS MN 55401 NORTH A CONTACT: DAN PITTS ELEVATION NUMBER PHONE (781) 828-9300 ext 2075 CITY OF TIGARD _ 'PUCE M. CARLSON C� DETAIL NUMBER t\ EBR OSTINOCMARCH C MO App roved y Planning p B KEYNOTE TAG a Y ? DETAIL TITLE D ? - __._ ----- - Date: l� I r I . • . ........ CONSTR MGR LANDLORD: 3112 SHEET REFERENCE ? SCALE: NUMBER ROOM DESIGNATION — . _......_ �............ ---_ _,_J CASSIDY TURLEY MACERICH /' fV TIzf�K�PQLIS il�li'��ESOTA C - n - BUILDING A ........... -- — BUILDING B 721 EMERSON ROAD SUIT 505 CONTACT: ERIC FONG Initial5 r� Ss91 _ SHEET REFERENCE NUMBER `- —_ __.... _ c�_�c:mr----- -- .. ST. LOUIS MO 63141 LVD, SU 700 e. — ...._... 401 WICSHIRE B ITE _ SANTA MONICA, CA 90401 ELEVATION NUMBER ? XXXS.F. i= t EIEC. — - `- TEL RM. _. R _�"; CONTACT: BRIAN SNIDER MATERIAL CHANGE j; 'A91 ,0," I PHONE (314) 518-1506 (310) 899-6655 F v DESIGNATION I �,,.sF N i DETAIL OR SECTION NUMBER I g ,,,ASF W2o I + ? VCT "` • •' I =� 24,188 SF DESIGNER : CTT�YOFT•IGARD BRUCE M. CARLSON, ARCHITECT ? SHEET REFERENCE ::' i _ DEFERRED ITUVIEWUED FOR CODE COMPLIANCE' EQUIPMENT TYPE CASSIDY TURLEY ? NUMBER DESIGNATION 1� i re Sprinkler .� Fi Approved:, _ _ y 'W ..-. 721 EMERSON ROAD, SUITE 505 SHEEP REFERENCE NUMBER NEW COLUMN MO 63141 Fire Alarm PPS SIGNATURI= e _ Mechanical • - -- ST LOUIS _ _ CONTACT. EMILY STALLONE COLEMAN OTC. L, DESIGNATION MILLWORK / CASEWORK TAG _ - `~ t- � �� 3112 - 7 ... Plumbing PHONE: (314) 813-9595 � Pcrnut#�. � REG. N0. -MATCH LINE NUMBER ? — ? 1 f � - "- - `� EMILYSTALLONE.COLEMANOCASSIDYTURLEY.COM Electrical S Truss Engineering ._,. Address: ? �' ? FLAG NOTE DESIGNATION _ C) p Sg EXISTING COLUMN r • ��� -�rI ,.� �3 f' Other Drawings i #; Architects Job Number ? DESIGNATION Su•te � Sho D 'n f $ _ Da `� 14121004 SHEET REFERENCE NUMBER ? — DESTINATION X L c._.._.� rR`. _� r-�� '`��`�� ^:`�• ,�� � __���- _.�'! t . ,' {. ' C7 Drawn By BREAK MARK DESIGNA11ON I ,_ ! ; j Hpproved pians `Q�lf�/`'� AMA PARTITION TYPE _�' .. __ I m _ shall be On job site,. APPv'd By = � DESTINATION X L TB> �� z CrrY OF�rIGARz� DESIGNAl10N 4Q'I I _ 1 1 f" - EJB LARGED PLAN NUMBER 7 ,. ? FINISH TYPE DESIGNATION NOTE ALL PARKING AND t3� t .:s' ��F FQRCO COMPLIAI�TCL Sheet Title ? ? ACCESSIBILITY ROUTES TO j l -_ �/ �w t = ;l ICE COPY Approveds [ _- �; TENANT SPACE BY LANDLORD / ? BULLETIN TAGS _ ,TSF �. � 1 OTC: INSERTION POINT DESIGNATION j 1 _ SHEET REFERENCE NUMBER �` .. �='-' `�/; ` ; �2. I PC COVER��r �( COVER ADDENDUM TAG PLO NT LI DATUM `` Address: d--> SHEET J '�'�'J � ; Y' 1 �BUILDING C ! r BUILDING SECTION NUMBER ? FIN' �' � f Suite#: j EL = 0—0 =— �, - , , I Sheet Number REVISION BUBBLE Date. 2:� ? ? =e RECESSED STANDARD ? ? ®� NORTH A- 001 SHEET REFERENCE NUMBER SURFACE MID STANDARD ,% � M �—MIRROR . a, u,� .,.p _� COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 Section 01300 Section 03300 Section 06200 ,{' Section 01045 ADMINISTRATIVE REQUIREMENTS CONTINUED CONCRETE FINISH CARPENTRY CONTINUED . M r r a�j� CUTTING AND PATCHING 2.5 SAMPLES: 1 GENERAL 1.3 REGULATORY REQUIREMENTS: �j �' ; , BRLICE M. 1 GENERAL A. Samples for review and approval: Submit samples only when required by individual A. Conform to applicable sections of B.O.C.A. and N.F.P.A.codes for fire retardant Y :� CARMN specification section or when specifications do not specify manufacturer and 1.1 SUMMARY: I requirements. I architecture - planning - interior design 1.1 RELATED DOCUMENTS; model/color numbers. When items being supplied are the same as specified, no A. Section Includes: 1.4 SUBMITTALS: BRUCE M. CARLSON, ARCHITECT A. All of the contract documents, including general conditions, supplementary conditions, and other Division 1 -general submittal is necessary unless required by individual specification section. 1. Concrete patch -trowelable. A. Submit shop drawings and product data to requirements of Section 01300. 800 WASHINGTON AYE. N., SUITE 208 requirements, apply to the work of this section. B. Submit samples to illustrate functional and aesthetic characteristics of the product,with 2. Concrete slab repair. B. Indicate on shop drawings, materials,component profiles,fastening methods,jointing MINNEAPOUS, MN 55401-1148 B. This section contains general Information that applies to all work performed under the contract and is Inherently made a part integral parts and attachment devices. Where color variation Is to be expected, submit 1.2 QUALITY ASSURANCE: I details,finishes, accessories, and to a minimum scale to show required detail. PHONE: (612) 547-1300 of each specification section. samples indicative of full range of expected variation. Coordinate sample submittals A. Use adequate numbers of skilled workmen who are thoroughly trained and 1.5 SUBMITTALS: I E-MAIL- info0cmal'Oh.com 1.2 CORING, CUTTING AND PATCHING: for interfacing work. experienced in the necessary crafts and who are completely familiar with the specified A. Submit samples to requirements of Section 01300. CONTACT: ERIC BROOSTIN A. Subcontracting Information: The responsibility for cutting, coring and patching shall be as agreed to between contractor and C. Include identification on each sample,with full project information. requirements and the methods needed for the proper performance of the work this B. Submit two(2)samples 12x12 inch In size illustrating wood grain and specified finish subcontractor. D. Submit the number of samples specified in individual specification sections; two(2)of section. for each species of wood required on the project. Project Address 1. General Contractor's Responsibilities:The contractor shall carefully check for concealed pipes,electrical conduits, which will be retained by Tenant's Construction Manager. and other utilities before permitting cutting or coring to proceed. if unknown concealed utilities are encountered, E. Reviewed samples which may be used in the work are indicated in individual 2 PRODUCTS 2 PRODUCTS D�/ the contractor shall notify the tenant, landlord and architect, and follow the architect's directions. If any concealed specification sections. I utility Is damaged due to improper or incomplete checking, the contractor shall repair or reroute the utility as 2.6 CERTIFICATES: 2.1 CONCRETE PATCH:Trowelable, capable of being installed from feather edged up to 2.1 LUMBER AND PLYWOOD: directed by the architect at no additional cost to the tenant. The general contractor shall ensure that all coring, A. When specified in individual specification sections, submit certification by the thickness required due to job site conditions and able to withstand 4,000 p.s.l. at A. All concealed lumber and plywood products shall be pressure treated with fire WASHINGTON SQUARE TOQ cutting, and patching work is done in compliance with these specifications. Imanufacturer, installation subcontractor, or the contractor to architect, in quantities twenty-eight(28)days. retardant chemicals and kiln dried to a maximum 19% moisture content for lumber,and 10218 SW WASHINGTON 2. Subcontractor responsibilities: Subcontractors shall coordinate work for which they are responsible with the general specified for product data. A. Ardex Engineered Cements 15% for plywood. contractor to minimize the need for coring, cutting and patching. B. Indicate material or product conforms to or exceeds specified requirements. Submit B. Thoro/Harris Specialty Chemicals, Inc. B. Lumber to be manufacturer in accordance with the requirements of P.S. 20-94 SQUARE ROAD B. Limitations: Do not core, cut, or patch any work in a manner that would result in a failure of the work to perform as Intended, supporting reference data, affidavits, and certifications as appropriate. C. Tamms Industries American Softwood Lumber Standard. ��++ p decreased energy performance, increased maintenance, decreased operational life, or decreased safety. C. Certificates may be recent or previous test results on material or product, but must be 2.2 CONCRETE SLAB REPAIR: 2.2 ACCESSORIES: T I V A R D, OR 1. Structural Work: Do not core or cut structural work or bearing walls without written approval from landlord. Where acceptable to architect and Tenant's Construction Manager. A. Materials A. Contact Adhesives: Water base type. coring, cutting or patching of structural work is necessary and approved by landlord and architect, perform work in 1. Cement:A.S.T.M. C-150 normal type B. Wall Adhesive: Solvent release, cartridge type, compatible with wall substrate, capable 1 97223 a manner which will not diminish structural capacity nor increase deflection of member. Provide temporary shoring 3 COORDINATION 2. Fine and course aggregates:A.S.T.M. C-33 of achieving durable bond. and bracing as necessary. Ensure the safety of people and property at all times. 3. Water:clean and potable C. Nails: Size and type to suit application, plain finish. C. Patching Materials: Use materials identical to materials to be cut and patched. if identical materials are not available or 3.1 SUMMARY: 4. Four(4)mil. polyethylene sheet vapor barrier D. Bolts, Nuts,Washers, Blind fasteners, Lags, and Screws: Size and type to suit Issue Date cannot be used, use materials that match the cut materials to the greatest extent possible. Provide finished work that will A. Coordination and project conditions. 5. Provide other materials not specifically described but required for a complete application; (plain)galvanized finish. 04-21 -14 result in equal to or better than existing performance characteristics. 3.2 COORDINATION AND PROJECT CONDITIONS: and proper installation. E. Lumber for Shimming, Blocking, and reinforcing: Softwood lumber of Hem-Fir species. D. Inspection: Before coring, cutting, or patching, examine surfaces and conditions under which work is to be performed and A. Coordinate scheduling, submittals, and work of the various sections of the B. Concrete mixes F. Primer.Alkyd primer sealer type. Revisions correct unsafe and unsatisfactory conditions prior to proceeding. specifications to ensure efficient and orderly sequence of Installation of interdependent 1. Job site mixing: use drum type batch machine mixer mixing not less than 1-1/2 G. Wood Filler: Solvent base,tinted to match surface finish color. Date Description By E. Protection: Protect all adjacent work from damage including water damage from coring or cutting equipment requiring water. construction elements,with provisions for accommodating items installed later. minutes for one(1)cu.yard or less. Increase mixing time at least fifteen (15) 2.3 WOOD TREATMENT: Protect the work from adverse conditions. B. Verify utility requirements and characteristics of operating equipment are compatible seconds for each additional cu.yard or fraction. A. Wood Treatment: Refer to Section 06100. F. Coring and Cutting: Core and cut work using methods least likely to damage adjoining work. Use tools designed for drilling, with building utilities. Coordinate work of various sections having interdependent 2. Provide concrete with minimum compressive strength of 3,000 p.s.{. at . B. Acceptable Manufacturers: sawing, or grinding, not hammering or chopping. Use saws or drills to ensure neat, accurately formed holes to sizes responsibilities for installing, connecting to, and placing in service, such equipment. twenty-eight(28)days. 1. Hoover Treated Wood Products, Inc. Q required with minimum disturbance to adjacent work. Temporarily cover openings; maintain weather-tightness and safety. C. Coordinate space requirements, supports, and installation of mechanical and electrical 2. Osmose Wood Preserving Co., Inc. G. Patching: Patch seams and joints with materials which are durable and invisible. Comply with specified tolerances for work which are indicated diagrammatically on drawings. Follow routing shown for 3 EXECUTION 3. Koppers Co., Inc. Q similar new work; create true even planes with uniform continuous appearance. Restore finishes of patched areas and, if pipes,ducts, and conduit, as closely as practicable; place runs parallel with lines of 4. Hickson Corp. 0 necessary, extend finish restoration onto adjoining unpatched area to eliminate evidence of patching and refinishing. building. Utilize spaces efficiently to maximize accessibility for other installations,for 3.1 EXAM I NATION/PREPERATION: 2.4 EXPOSED WOOD TRIM: Repaint entire assemblies, not just patched area. Remove and replace work judged by the architect to be cut and patched maintenance, and for repairs. A. Verify surfaces are clean, dry, structurally sound and free of dust, dirt, curing, and A. Refer to plans for wood types and profiles. 0 In an unsatisfactory manner. D. in finished areas except as otherwise Indicated, conceal pipes, ducts,and wiring within releasing agents and all other contaminants. 2.5 HARDWARE: H. .Qualifications: Retain experienced and specialized firms and original installers of existing work(where possible), to perform the construction. Coordinate locations of fixtures and outlets with finish elements. B. Apply primer/bonding agent as required by manufacturer based on condition of A. Refer to Section 08700 for door hardware. coring, cutting and patching work so that new work will match unpatched work as closely as possible. E. Coordinate completion and cleanup of work of separate sections in preparation for surface. substantial completion and for portions of work designated for tenant's completion. 3.2 INSTALLATION OF TROWELABLE CONCRETE PATCH: 3 EXECUTION CD END OF SECTION . F. After tenant occupancy of premises, coordinate access to site for correction of A. Mix and apply per manufacturer directions. Trowel to feather edge. Q( defective work and work not in accordance with contract documents,to minimize 3.3 CONCRETE SLAB REPAIR: 3.1 EXAMINATION: Z) Q Section 01 300 disruption of tenant's activities. A. Recompact sub base materials. Prepare previously placed concrete by cleaning with A. Verify that site conditions are ready to receive work. ``�`�� steel brush and applying bonding agent. Place concrete in accordance with A.C.I. 304 B. Beginning of installation means acceptance of site conditions. �-. O END OF SECTION protect concrete from premature drying. Curing compounds shall not be used. C. Carpentry contractor will be required to receive, store, and install all hardware and ADMINISTRATIVE REQUIREMENTS Section ry g g P toilet mom accessories. All keys are to be turned over to the tenant's representative Section 02200 END OF SECTION immediately upon receipt of the hardware. Properly tag all hardware for installation in 1 CONTRACT CONSIDERATIONSthe required location. W SITE DEMOLITION Section 06100 3.2 SURFACE MOUNTED FURRING OR CONCEALED BLOCKING: 1.1 SECTION INCLUDES: A. Coordinate with all other trades and if necessary with tenants separate forces to insure U. A. Schedule of values. 1 GENERAL ROUGH CARPENTRY adequate surface mounted, furring,or blocking within the stud spaces Is installed Q B. Application for payment. throughout the tenant space. C. Change procedures. 1.1 SUMMARY: 1 GENERAL B. Secure all concealed members to support intended loads from attached items. Use .4< =) D. Altematives. A. Section Includes: hot dipped galvanized fasteners when in contact with fire retardant materials. CY 1.2 RELATED SECTIONS: 1. Selective demolition of previously constructed tenant improvements. 1.1 DESCRIPTION OF WORK:This section includes,without limitation: C. Adequately secure plywood backboard to wall construction as shown on the plans. ♦ ^ 1.3 SCHEDULE OF VALUES: 1.2 QUALITY ASSURANCE: A. Surface applied, ruffing, or wood blocking located within the stud space and plywood D. Install all exposed wood trim to A.W.I.Custom Quality Standards for the type of finish v j A. Submit a printed schedule on form included with bid proposal specified unless otherwise noted on plans. A. Use adequate numbers of skilled workmen who are thoroughly trained and backboard for electrical and telephone equipment.B. Include within each line item, a direct proportional amount of contractorexperienced in the necessary craft and who are completely familiar with the specified B. Wood treatment for all concealed wood products.s overhead and profit. E. Install wood doors and frames to manufacturer's requirements,or A.W.1. Custom C:X C. Revise schedule to list approved change orders, with each application for payment. requirements and the methods needed for the proper performance of the work of this 1.2 RELATED WORK: Without limitation, related work includes: Quality Standards, whichever is more stringent. Install fire-rated wood doors and Z ") 1.4 APPLICATIONS FOR PAYMENT: frames to meet requirements of N.F.P.A. 80. ^ nature for a minimum of three (3)years. A. 06200- Finish Carpentry;work needing blocking. `J A. Submit three copies of each application on A.I.A. Form G702-Application and Certificate for Payment and A.I.A. G703- B. Perform demolition in accordance with applicable authorities having jurisdiction and B. 06400-Millwork: needing blocking. 3.2 INSTALLATION OF ACCESSORIES: ISO Continuation Sheet. landlord's construction rules and regulations. C. 08100-Hollow Metal Doors and Frames. A. Install work in accordance with A.W.I. Custom quality standard or applicable �- B. Content and Format: Utilize schedule of values for listing items in application for payment. 1.3 REQUIREMENTS: D. 08200-Wood Doors and Frames. manufacturer's written installation instructions. C. Waiver of Lien: Submit partial conditional waiver of lien with each application for payment. Also include partial waiver of lien B. Set and secure materials and components in place, plumb and level. A. Refer to demolition plan, sheet 0-1.1, and architectural drawings for all demolition E. 08700- Hardware. for any previously received payments. requirements. F. 09650- Resilient Flooring and Base. C. Install components, trim, etc.with nails, screws,or bolts as required by mounting Z D. Include an updated construction progress schedule. B. Damages Due to Delay by the Contractor Time is of the essence in this contract. G. 09900-Painting. conditions or as noted on drawings. 1.5 CHANGE PROCEDURES: Construction schedules and completion dates have been careful) D. Use adhesive by gun application where required by manufacturer, p y prepared#0 1.3 QUALITY ASSURANCE: (�� Z A. The Architect Engineer will advise of minor changes in the work not involving an adjustment to contract sum/price or contract E. Apply plastic laminate finishes where indicated. Apply laminate backing sheet on `�...i" accommodate the tenant s special needs and to allow sufficient time for moving into A. Provide materials complying with the following lumber grading agencies: N time as authorized by A.I.A.A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on A.I.A. Form G710. reverse side of plastic laminate finished surfaces. spaces. Failure by the contractor to meet completion dates included in the 1. W.W.P.A. -Western Wood Products Association B. Maintain detailed records of work done on time and material basis. Provide full information required for evaluation of tenant/contractor agreements, which will result in increased costs to the tenant for 2. S.P.I.B.-Southern Pine Inspection Bureau. 3.3 INSTALLATION OF DOORS AND HARDWARE: , proposed changes, and to substantiate costs for changes in the work. items such as, and without limitation:accelerated move-in costs,overtime, moving and 3. W.C.L.I.B.-West Coast Lumber Inspection Bureau. A. Install wood doors and frames in accordance with the manufacturer's instructions. Q� C. Change Order Forms:A.I.A. G701 change order transportation costs, equivalent rental space costs, administrative costs, storage costs, B. Plywood grading agencies: B. Maintain alignment with adjacent work. 13: r1000 D. Execution of Change Orders: Architect will issue change orders for signatures of parties as provided in the conditions of the and other costs which would not have been incurred if competition dates had been met 1. A.P.A. -American Plywood Association. C. Allow wood doors to become acclimated to site conditions prior to hanging. 0 contract• Custom D. Field trimming of fire-rated doors will not be permitted. a by the contractor. Since these increased costs may be significant and incurred even C. Perform finish carpentry work to A.W.I. -Architectural Woodwork Institute, E. The tenant,without invalidating the contract,may order extra work,alter, add-to or deduct from the contract work.The for delays of only one day, the contractor shall be fully responsible for amending the Quality Standards for type of finish specified. E. When job fitting of wood doors is required, trim doors equally from both side stiles or 3:: contract sum will be adjusted accordingly.All changes must be incorporated into the construction documents. construction schedules and completion dates and for all of the tenants costs incurred D. Fire retardant treatment to provide flame spread of twenty-five(25)or less when tested top and bottom rails as required to maintain clearances per A.W.I. specifications. V% F. All work is to be accomplished In compliance with these plans and specifications.All changes must be approved in writing by because of the contractor's failure to meet the schedules and completion dates. in accordance with A.S.T.M. E-84. F. Conform to A.N.S.I./N.W.W.D.A. I.S.1.6-Hardware Locations for Wood Flush Doors I V) the architect.All costs incurred by the architect or engineer as a result of unauthorized changes are the responsibility of the and N.F.P.A:80-Fire Doors and Windows requirements for the proper use, location, Individual(s)making the change. 2 PRODUCTS 2 PRODUCTS and installation of acceptable finish hardware. (/) LO Cy. 1.6 ALTERNATIVES: G. Prepare wood doors to receive the approved scheduled hardware. Using proper sized A. Accepted Altematives will be Identified in Tenant-Contractor agreement. -Not Used. 2.1 BLOCKING: Construction grade or No. 2 Southern Yellow Pine complying with P.S.20. bits, pilot drill screw and bolt holes for finish hardware. O -< B. To be considered for acceptance, alternates must be submitted with bid proposal, as separate add or deduct items. Base bid A. Decay Treated: For blocking in contact with masonry or concrete, provide blocking H. Install hardware on all wood and hollow metal doors using screws and bolts supplied I -4< shall Include all items and manufacturers as enumerated on drawings and/or in specifications. 3 EXECUTION pressure treated with waterbome preservatives complying with A.W.P.B. LP-2 and or specified by the hardware manufacturer. Securely anchor hardware in the correct N C. Coordinate related work and modify surrounding work as required. A.W.P.A. C2. Dry lumber to maximum moisture content of 19%after treatment. position and alignment. O 3.1 VERIFICATION: B. Fire-Retardant Treated: For interior blocking indicated to be fire-retardant treated, 1. Coordinate the installation of any glazing required in doors with glazing contractor. 13:: 2 SUBMITTALS J. install an specified doors louvers not installed b manufacturer. r A. Contractor shall be responsible for verifying all existing field conditions so as to provide blocking which is U.L. labeled fire-retardant FR-S. Dry lumber to maximum Y P y familiarize himself/herself with the demolition and/or removal work which may be moisture content of 19% after treatment. 3.4 PREPARATION FOR SITE FINISHING: 2.1 SUMMARY: required to produce the end results intended in the contract documents. The 2.2 PLYWOOD BACKING PANELS: Provide 5/8 inch thick,A.P.A. trademarked, U.L. labeled, A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. =J A. Submittal procedures. demolition plans are provided for intent only. The demolition scope of work must be Class A fire-retardant treated, C face, Exposure two 2 panels complyingwith P.S. 1. B. Site Finishing: Refer to Section 09900. P P Y P P ( ) P B. Construction progress schedules. verified at the site. The renovation work described in the contract documents 2.3 LUMBER AND PLYWOOD: C. Proposed products list. I anticipates the demolition of the existing construction in part or in its entirety, and the A. All concealed lumber and plywood products shall be pressure treated with fire END OF SECTION D. Shop drawings. removal, relocation and repowering of certain materials and equipment. Therefore retardant chemicals and kiln dried to a maximum 19% moisture content for lumber, and E. Samples. each contractor and subcontractor shall thoroughly examine the proposed work and 15%for plywood. Section 06400 F. Certificates. make allowances in his proposal for the cost of all demolition and/or removal,which B. Lumber to be manufactured in accordance with the requirements of P.S.20-94 2.2 SUBMITTAL PROCEDURES: Imay be required to produce the end results, Intended by the contract documents. American Softwood Lumber Standard. MILLWORK, 0 A. Transmit each submittal with architect accepted form. B. H.V.A.C. contractor to verify if any compressor refrigerant lines are present and will 2.4 ACCEPTABLE MANUFACTURERS-WOOD TREATMENT: B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. need to be properly drained (to E.P.A. standards)prior to demolition. If present, the A. Hoover Treated Wood Products, Inc. 1 GENERAL C. Identify project, contractor, subcontractor or supplier; pertinent drawing and detail number, and specification section number, H.V.A.C. contractor shall complete the work prior to demolition phase. B. Osmose Wood Preserving Co., Inc. as appropriate. C. If, during investigation, suspected asbestos materials are identified and are to be C. Koppers Co., Inc. NOTE TO CONTRACTOR: D. Apply Contractor's stamp, signed or initialed certifying that review,approval,verification of products required,field disturbed during demolition and construction,then the contractor shall notify the ID. Hickson Corp. :. dimensions, adjacent construction work,and coordination of information is in accordance with the requirements of the work landlord, the tenant, and the architect immediately for further direction. The work of this section has been assigned by the tenant as a separate contract to a millwork .�K" %t' ;:m 1.�.... . and contract documents. 3.2 NOTIFICATION: 3 EXECUTION contractor for fabrication with installation by the general contractor. The general contractor shall ..`".-.-%`� E. Schedule submittals to expedite the project, and deliver to architect at business address. Coordinate submission of related �"'`"" ''W` 1 A. Cease operations and notify the landlord tenant immediately if safety of structure schedule and coordinate all work of this section including submittals for tenant and architect approval. `r'° Z items. appears to be endangered. Take precautions to properly support structure. Do not 3.1 BLOCKING INSTALLATION: The general contractor is responsible for providing and Installing the shop drawings and finished for F. For each submittal for review, allow fifteen(I 5)days excluding delivery time to and from the contractor. resume operations until safety is restored. A. Choose blocking to eliminates lit, warped and twisted members. Secure) anchor the employee lour e, administrative office, deco office as indicted on the back of house drawing. All ■� G. Identify variations from contract documents and product or system limitations which may be detrimental to successful P Y g P Yg g B. Prior to disconnecting any utilities or essential life safety services, notify and receive blocking to substrates and structure to support applied work and loads. Install blocking other millwork i.e.:cash wrap desks,fixture panels stockroom equipment etc.as indicated by the performance of the completed Work. approval from appropriate utility company and mall management. flush with framing. Countersink bolts and other fasteners flush with face of blocking. responsibility schedule is to be provided by tenant and installed by the general contractor. 11111111111111111 H. Provide space for contractor and architect or engineer review stamps. 3.3 BARRICADES: Coordinate with other work to ensure correct size and placement of mounting boards. 111 i. When revised for resubmission, identify all changes made since previous submission. A. Prior to beginning of demolition phase, insure adequate dust proof barricade is in B. Secure all concealed members to support Intended loads from attached items. Use 1.1 DESCRIPTION OF WORK:This section includes,without limitation: J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any Inability to comply with place, hot dipped galvanized fasteners when in contact with fire retardant materials. A. Casework including cash wrap,desk, tables,etc. requirements. B. Maintain required emergency exit path of travel. C. Adequately secure plywood backboard to wall construction as shown on plans. B. Casework shelf lighting including transformers installed and prepared by millwork K. Submittals not requested will not be recognized or processed. 3.4 UTILITIES: 3.2 MOUNTING BOARD INSTALLATION: Screw panels to framing at not over six(6)inches on contractor for field connection by general contractor. 2.3 CONSTRUCTION PROGRESS SCHEDULES: A. Arrange and pay for all disconnecting, removing, and capping all utility services within center at edges and eight(8) inches on center within panel. Countersink fasteners flush with C. Cash wrap desk assembly Including all conduit and junction boxes installed and A. Submit initial schedule in duplicate within ten (10)days after date of tenant-contractor agreement. areas of demolition. surface of plywood. Coordinate with other work to ensure correct size and placement ofprepared b millwork contractor for field connection b general contractor. 0 B. Revise and resubmit as required, P P Y y B. Provide and maintain temporary lighting and power as required for the demolition and mounting boards. 1.2 WORK DESCRIBED IN THiS SECTION, BUT NOT IN CONTRACT: C. Submit revised schedules with next application for payment, identifying changes since previous version. cons#ruction phases, A. Custom stools, custom fabricated bench, and bench cushion (loose furnishings). -nD A i)., D. Submit a horizontal bar chart with separate line for each major portion of work or operation, identifying first work day of each C. Place markers to Indicate location of all disconnected services. Identify service lines END OF SECTION 1.3 RELATED WORK: Without limitation, related work by general contractor includes: 4 l� week. and capping locations on project record documents. A. 06100-Rough Carpentry;concealed wood blocking. , t "`,*0° E. Show complete sequence of construction by activity, identifying work of separate stages and other logically grouped µ,;' ' _ � 3.5 SHORING: B. 06200-Finish Carpentry � ,. activities. indicate the early and late start, early and late finish,float dates, and duration. A. Prevent movement or settlement of structure during demolition and construction Section 06200 C. 08200-Wood Doors BRUCE 14.CARLSON 4# -1 F. indicate estimated percentage of completion for each item of work at each submission. phases. Provide and place bracing and shoring and be responsible for safety and FINISH CARPENTRY D. Electrical: Field connection of millwork to electrical service and rough-in. ...-, G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those support of structure. Assume liability for such movement, settlement, damage, or E. Plumbing: Field connection of plumbing. • ""° furnished by tenant injury. F. Plastic laminate work surface, shelves, grommets and wall standards in manager's N0, 3112 H. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service try+ to IfiINNWOUS,MINND0 ' , "'11_*_. P ty ty ty 3.6 DEMOLITION: 1 GENERAL othce, for functional equipment and appliances. A. Complete demolition without excessive noise or fumes so as not to disrupt business of , gyp i. 2.4 SHOP DRAWINGS: adjacent tenants. Demolish in an orderly and careful manner as required to 1.1 SUMMARY: END OF SECTION 'I� A. Shop drawings for review and approval. accommodate new work. A. Section Includes: a,,.),• B. Shop drawings for information: Submit data as required by individual specification section for architect's and tenant B. It is the intent that the entire tenant space is to be cleared of all interior partitions,store 1. Finish carpentry items,other than shop prefabricated casework, including Section 0721 5 Construction Managers information. installation of wood trim work and wood doors and frames. BRUCE M. CA LSON, ARCHITECT 9 fixtures, suspended ceiling system and applied finishes back to face of demising wall C. Shop drawings for project close-out: Submit operation manuals, maintenance instructions, etc.for tenant's records. gypsum board or concrete slab. The remaining space should consist of existing 2. Door, Hardware and accessories installation. I N S U LAT I O N and SOUND ATTENUATION -- D. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers'standard data demising walls, structural columns with gypsum board enclosures, concrete floor, 3. Wood treatment for all concealed wood products. to provide information specific to this project. landlord's bulkhead at the storefront, and the exposed underside of structure above. B. Related Sections: S! NATURE E. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service Coordinate with engineering drawings to confirm what, if any,existing equipment or 1. Section 06100- Rough Carpentry:Wood Blocking and Curbing. 1 GENERAL 3112 for functional equipment and appliances. services are to remain. Any existing mechanical and electrical equipment or systems 2. Section 06400-Millwork: Custom casework; REG. NO. F. Submit the number of opaque reproductions which contractor requires, plus two(2)copies which will be retained by the that are not to be reused shall be removed in their entirety. 3. Section 08100-Hollow Metal Doors and Frames. 1.1 SUMMARY: Tenant's Construction Manager. C. Perform demolition in accordance with applicable authorities having jurisdiction. 4. Section 08200-Wood Doors and Frames. A. Section Includes: 3.7 TRASH REMOVAL: 5. Section 08700-Hardware. 1. Acoustic Insulation in wall and ceiling construction. Architect's Job Number A. Except where noted on plans, for items to be salvaged during demolition (to be 6. Section 08800-Glazing. 2. Fire safing insulation. 14121.004 reinstalled during construction), legally dispose of all demolition debris off site. 7. Section 09900-Painting: 1.2 SYSTEM DESCRIPTION: Drawn By . B. Dumpster for removal of debris shall be located at an area designated by the landlord. A. Materials of this section shall provide an acoustic and/or fire safing barrier in AMA 3.8 REPAIR: 1.2 QUALITY ASSURANCE: conjunction with wall and ceiling materials specified in other sections. Appv'd By A. Repair all demolition performed in excess of that required at no additional cost to the A. Company specializing In custom carpentrywork with minimum three (3)years 1.3 SUBMITTALS: EJB tenant. documented experience. A. Submit product data to requirements of Section 01300. Sheet Title B. Perform finish carpentry work to A.W.I. -Architectural Woodwork Institute, Custom END OF SECTION Quality Standards for type of finish specified. C. Fire retardant treatment to provide flame spread of twenty-five(25)or less when tested ARCHITECTURAL in accordance with A.S.T.M. E-84 and to conform to requirements of Section 06100. SPECIFICATIONSD. Provide materials complying with the following lumber grading agencies: 1. W.W.P.A.-Western Wood Products Association. 2. S.P.LB. -Southern Pine Inspection Bureau. Sheet Number 3. W.C.L.I.B. -West Coast Lumber Inspection Bureau. . E. Plywood grading agencies: . . I1. A.P.A.-American Plywood Association. A�0. 2 . COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 . 'l ,. Section 07215 Section 07600 Section 07900 Section 07900 ' ill' 'a��, � 9, d z I: BRIK:E M INSULATION and SOUND ATTENUATION - FLASHING AND SHEET METAL - CONTINUED JOINT SEALANTS - CONTINUED JOINT SEALANTS - CONTINUED '`' 'E CARLSON architecture - planning • mtenor design CONTINUED 2 PRODUCTS 1.4 QUALITY ASSURANCE: 3.2 INSTALLATION: BRUCE M. CARLSON, ARCHITECT A. Install Qualifications: Engage an experienced installer who has completed joint sealant A. General: Comply with joint sealer manufacturer's printed installation instructions 800 WASHINGTON AVE. N., SUITE 208 2 PRODUCTS 2.1 MATERIALS: applications similar in material, design and extent to that Indicated for project that have applicable to products and applications indicated, and with A.S.T.M.C1193 and MINNEAPOUS, MN 55401-114$ A. Galvanized Sheet Metal: Standard galvanized steel sheet, meeting requirements of resulted in construction with a record of successful in-service performance. A.S.T.M. C919. PHONE: (612) 547-1300 2.1 ACCEPTABLE MANUFACTURERS: A.S.T.M.A6531A653M and A.S.T.M.A9241A924M, as applicable,with minimum zinc B. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials B. Backing: Provide backing material in the joint recess whenever necessary to control E-MAIL: In oOcmareh.com A. U.S.G. Thermafiber Sound Attenuation Fire Blankets. coatingof 1.25 ounces per square foot and 0.2 percent copper bearing, and mill from a single manufacturer for each different product required. the depth of the sealant. One backer rod shall be a minimum of 33% oversized for CONTACT: ERIC BROOSTIN P q p PP 9 9 P q � P B. U.S. Gypsum Co. Thermafiber Safing Insulation phosphatized for maximum paint adherence. Where sheet metal gage is not indicated, C. V.O.C. Limits: Provide joint sealant products that comply with the California Bay Area closed cell and a minimum of 50% oversized for open cell backer rod. C. Substitutions: To requirements of Division 1 provide 24 gage. A.Q.M.D. Regulation 8, Rule 51. C. Set joint filler units at depth or position in joint as indicated to coordinate with other Project Address 2.2 MATERIALS: B. Stainless Steel: Stainless steel sheet for architectural applications, meeting the 1.5 DELIVERY, STORAGE,AND HANDLING: work, Including installation of bond breakers, backer rods and sealants. Do not leave A. Blanket Insulation: X thick mineral fiber, unfaced, 16"x48"in walls and 24"x48"in requirements of A.S.T.M.A167, Type 304 or Type 316,with No.4 finish. Where A. Deliver and store packaged materials in manufacturer's original unopened containers voids or gaps between ends of joint filler units. 1.. ceilings. stainless steel sheet gage is not indicated, provide 26 gage. with seals unbroken and labels intact until time of use. Store materials off ground and D. install sealant backer rod for liquid-applied sealants, except where shown to be omitted B. Insulation shall have a density of 2.5 pd and shall be rated non-combustible as defined C. Sheet Copper: Standard cold-rolled copper sheet for building construction, conforming under cover to prevent damage or contamination to materials by water, freezing, by the sealant manufacturer for application indicated. WASHINGTON SQUARE T00 by N.F.P.A. Standard 220 when tested according to A.S.T.M. E136. Blankets shall be with A.S.T.M. B370, 16 o.z., 20 o.z., 24 o.z., or 32 o.z. per square foot as indicated or foreign matter or other causes. Promptly remove from site any materials which show E. Install bond breaker tape where indicated or where required by manufacturers rated for exposure in plenum ceiling spaces without any covering required required. Where copper weights are not indicated, provide 16 o.z. Gutters and evidence of damage and immediately make all replacements necessary. recommendations to ensure that liquid-applied sealants will perform as intended. 10218 SW WASHINGTON C. Rock Wool Fiber Safing Board:A.S.T.M. C612, Class 1 and Class 2,semi rigid rock downspouts shall be fabricated from 24 o.z. copper. Cleats shall be 20 o.z. copper. 1.6 PROJECT CONDITIONS: F. Employ only proven installation techniques,which will ensure that sealants are ' wool fiber board with water-resistant binders,A.S.T.M. C518,thermal conductivity of D. Copper Drainage Tube:Where downspouts are Indicated as copper pipe or tube, A. Environmental Conditions: Do not proceed with Installation of joint sealers under the deposited in uniform, continuous ribbons without gaps or air pockets,with complete SQUARE ROAD "k"=0.25 Btu in/hrft.sq. OF at 75°F. Nominal 4 p.c.f. density. Provide manufacturers provide D.W.V. copper drainage tube conforming to A.S.T.M. B306. Provide for following conditions: "wetting"of joint bond surfaces equally on opposite sides. Fill sealant rabbet to a standard sizes in thickness per A.S.T.M. E84, flame spread 15, smoke developed 10 installation with standard copper, brass, or bronze fittings, as indicated, capable of 1. When ambient and substrate temperature conditions are outside the limits slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are T I G A R D , OR or less. being soldered. Coordinate with plumbing requirements specified under Division 15- permitted by joint sealer manufacturer or below 40" Fahrenheit(4.4° Celsius). between a horizontal surface and vertical surfaces, fill joint to form a slight cove, so 97223 n Mechanical 2. When joint substrates are wet due to rain, frost, condensation, or other that joint will not trap moisture and dirt. L L 3 EXECUTION E. Aluminum Sheet Metal:A.S.T.M. 8209, 5005 or 3003-H14 aluminum alloy as causes. G. Install liquid-applied sealant to depths shown or, if not shown, as recommended by the appropriate, clear anodized or epoxy coated. Where aluminum sheet thickness is not 3. When cementitious substrates are not thoroughly cured and dry. sealant manufacturer but within the following general limitations, measured at center issue Date 3.1 EXAMINATION: indicated, provide 0.0201"thickness. 4. When joint substrates contain contaminants or other material which may (thin)section of beads (not applicable to sealants in lapped joints): 04-21 -14 A. Verify that site conditions are ready to receive work. F. Sheet Lead: Standard 0.062"thick lead sheet weighting 4 pounds per square foot, interfere with adhesion. 1. For normal moving joints sealed with elastomeric sealants, but no subject to B. Beginning of installation means acceptance of site conditions. arsenical-antimonial and pig lead alloy meeting the requirements of A.S.T.M. B29. Use 5. When joint widths are less than those allowed by joint-sealant manufacturer traffic,fill joints to a depth equal to 50%of joint width, but neither more than Revisions 3.2 INSTALLATION: sheet lead or tubing for flashing of vent pipes and other penetrations of the roof. for applications Indicated. 1/2" (12.7 mm)deep nor less than 1/4"(6.35 mm)deep. Date Description By A. Install sound insulation blanket in walls with friction fit securely between studs. Butt G. Solder: Grade A meeting requirements of A.S.T.M. B32, composed of 50 percent pig 1.7 WARRANTY: 2. For joints sealed with non-elastomeric sealants and caulking compounds,fill ends of blankets closely together and fill all voids. lead and 50 percent block tin,warranted pure. Flux shall be an approved brand of A. Installer installers standard form in which installer agrees to repair or replace joints to a depth In range of 75%to 125%of joint width. B. Install sound attenuation fire blankets over ceiling panels,extending 48"beyond all soldering flux for the type of metal or muriatic acid neutralized with zinc. elastomeric joint sealants that d not comply with performance and other requirements H. Spillage: Do not allow sealants to overflow from confines of joints, or to spill onto 0 partitions and tightly fit around all grills, hangers and other vertical penetrations. Use H. Building Paper: Rosin sized, unsaturated paper, weighing approximately 6 pounds per specified in this section within two (2)years from date of substantial completion. adjoining work. Clean adjoining surfaces by whatever means may be necessary to manufacturers Thermafiber Light Fixture Protection Kits to cover lay-in light fixtures. 100 square feet, or a water-repellent smooth building paper meeting requirements of B. Manufacturer: Manufacturers standard form in which manufacturer agrees to furnish eliminate evidence of spillage. 0 C. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical FS UU-13-790, Type 1, Grade A. elastomeric joint sealants to repair or replace those that do not comply with I. Do not overheat or reheat hot-applied sealants; discard and do not use this material. services within the plane of insulation. Leave no gaps or voids. L Fasteners and Accessories: Fumish anchors and fasteners,washers,straps, and performance and other requirements specified in this section within five(5)years from I J. Recess exposed edges of gaskets and exposed joint fillers slightly behind adjoining accessories required for a complete and finished installation. Fasteners and date of substantial completion. surfaces, except as otherwise shown or specified so that compressed units will not A END OF SECTION accessories shall conform with the following requirements: protrude from joints. Q 1. Nails shall be stainless steel, hard copper, bronze, or brass. Where sheet 2 PRODUCTS 3.3 CURING AND PROTECTION: metal is built in over roofing materials or other sheet metal, use nails or A. Cure sealants and caulking compounds in compliance with manufacturers instructions 1111111111111111111111111111111111 Section 07600 screws with 1"matching nonferrous washers. Screws shall be standard 2.1 MANUFACTURERS: and recommendations,to obtain high early bond strength, internal cohesive strength FLASHING AND SHEET METALstainless steel, brass, or bronze wood screws, as required. Sheet metal A. Manufacturers: Products made by the following manufacturers, provided they comply and surface durability. Cure and protect sealants in a manner which will minimizeCD screws shall be self-drilling, self-tapping stainless steel or tempered with requirements of contract documents,will be among those considered acceptable, increases in modules of elasticity and other accelerated aging effects. Replace or Q non-corrodible steel of proper size and length to suit conditions. however, it is the contractor's responsibility to provide only products compatible with restore sealants which are damaged or deteriorated during the construction period. 1 GENERAL 2. Screw heads shall be furnished with neoprene washers. adjacent materials in the assembly. (Z) < 3. Straps: Straps and miscellaneous fastenings,where required, shall be 1. Dow Corning Corporation END OF SECTION 1.1 SUMMARY: stainless steel, half-hard copper, or half-hard 70-30 brass of zled Indicated or 2. General Electric Co., GE Silicones Q A. Section Includes: required. Where not indicated, provide straps of 1/16"thick by 1"wide size. 3. Pecora Corporation Section 08100 1. Metal Flashing and Trim. J. Sealant:Caulking or sealing compound shall be a silicone synthetic rubber elastomeric 4. Sonnenborn Building Products Divisions/Chemrex, inc. 2. Gutters and Downspouts. sealant which cures at normal temperature to a flexible firm rubber, tack fress, in gun 5. Tremco, Inc. HOLLOW METAL DOORS AND F RAM ES 3. Miscellaneous Sheet Metalwork. grade consistency. Sealant shall be specially designed for adhesion of the surfaces to 2.2 MATERIALS: aI I Lid B. Related Sections: which it will be applied, and shall meet or exceed the minimum requirements of FS A. Compatibility: Provide joint sealers,joint fillers and other related materials that are 1 GENERAL 1. Section 07110-Sheet Membrane and Waterproofing TT-S-230 or FS TT-S-1543, as applicable. compatible with one another and with joint substrates under conditions of service and 2. Section 07900-Joint Sealers K. Isolating Material:Alkali-resistant bituminous paint or varnish. application. 1.1 SUMMARY: 3. Section 09260-Gypsum Board Assemblies 2.2 FABRICATION AND SHOP PAINTING: B. Colors: If not otherwise indicated, or chosen at time of submittals, provide color of A. Section Includes: ,4< T 1.2 MEASUREMENT AND PAYMENT: A. Form and fabricate sheet metal as indicated and in accordance with the approved shop exposed joint sealers to closely match finish color of adjacent surfaces. 1. Non-rated and fire rated hollow metal doors and frames. A. General: Flashing and sheet metalwork will not be measured separately for payment drawings and S.M.A.C.N.A. architectural sheet metal manual. Properly reinforce sheet C. Sealant Type: Provide type S sealants metalwork as required for strength and appearance. D. V.O.C. content: Provide sealant products that comply with the California Ba Area Air B. Related Sections: = ♦ ) Cf but will be paid for as part of the contract lump sum price for architectural work. g PP P P Y y 1. Section 08700- Door Hardware. v � 1.3 REFERENCES: B. Galvanized sheet metal surfaces which will be concealed in the finished work shall be Resources Board Regulation 8, Rule 51 for V.O.C.content. 2. Section 09900-Painting: A. A.S.T.M.A167-Specification for Stainless and Heat-Resisting Chromium Nickel Steel chemically treated or etched to assure maximum paint adherence and then shop E. Elastomeric Joint Sealants:Type S; Grade NS; Class 25; Uses T, NT, M, G.A, and as 1.2 QUALITY ASSURANCE: Plate, Sheet, and Strip. painted with one coat of an approved galvanized primer as specified in Section 05500- applicable to uses indicated, and O. Elastomeric joint sealers shall be used for interior (Z� 07r B. A.S.T.M.A653/A653M -Specification for Steel Sheet, Zinc-Coated (Galvanized)or Metal Fabrications. Finish field painting is specified in Section 09900 -Painting. surfaces where noted and at all non-protectecd exterior applications. Provide A. Perform work in accordance with: manufacturers standard chemical) curing, elastomeric silicone sealant,which 1. S.D.I. -Steel Door Institute -Standard Steel Doors and Frames. UO) 0 A653M Zinc-iron Alloy Coated (Galvannealed) by the Hot-Dip Process. y g 2. D.H.I. - Door Hardware Institute-The Installation of Commercial Steel Doors C. A.S.T.M.A924/A924M-Specifications for General Requirements for Steel Sheet, 3 EXECUTION complies with A.S.T.M. C920 requirements, including those for type,grade, class,and and Steel Frames, Insulated Steel Doors in Woo! Frames, and Builders Metallic-Coated by the Hot-Dip Process. uses, and as recommended by the manufacturer for the intended use. Hardware. ` 4 D. A.S.T.M. B29-Specifications for Refined Lead. 3.1 INSTALLATION: F. Latex Joint Sealants: Type S; Grade NS; Class 121/2; Uses per A.S.T.M.C834. Latex 3. H.M.M.A. -Hollow Metal Manufacturers Association specification for 4 E. A.S.T.M. B32- Specification for Solder Metal. A. Installation Standards: Install flashing and sheet metalwork as indicated and in joint sealers may be used for interior and protected exterior applications only. Provide commercial hollow metal doors and frames (H.M.M.A. 861). T F. A.S.T.M. B209-Specification for Aluminum and Aluminum-Alloy Sheet and Plate. accordance with the approved shop drawings and S.M.A.C.N.A. architectural sheet manufacturers standard one-part, non-sag, mildew-resistant, paintable latex sealant �. metal manual. that is recommended for exposed 4. Fire Rated Door and frame Construction: Shall conform to appropriate G. A.S.T.M. B306-Specification for Copper Drainage Tube(D.W.V.). p ed applications on interior and protected exterior regulatory agency requirements and/or N.F.P.A. 80. (Z) T H. A.S.T.M. B370-Specification for Copper Sheet and Strip for Building Construction. B. Flashing and Metal Trim: Provide flashing, counter-flashing, cap flashing, metal trim, locations and that accommodates indicated percentage change in joint width existing P RR P 9 g. P 9 9 j + g ♦ � 1. FS TT-S-230-Sealing Compound: Elastomeric Type, Single Component(For and any other fabricated items and miscellaneous sheet metalwork indicated or at time of Installation without failing either adhesively or cohesively. V ) Caulking, Sealing, and Glazing in Buildings and Other Structures). Irequired to provide a complete and watertight installation. 1. Acrylic-Emulsion Sealant: Provide product complying with A.S.T.M.C834 that 2 PRODUCTS J. FS TT-S-1543-Sealing Compound: Silicone Rubber Bass (For Caulking, Sealing and C. Gutters and Downspouts: Install gutters and downspouts as indicated and In accommodates joint movement of not more than five(5%)percent in both accordance with the roved shop drawings and pertinent provisions of S.M.A.C.N.A. extension and compression for a total of ten 10% percent. 2.1 ACCEPTABLE MANUFACTURERS: CD i:: 'm'#*' Glazing in Buildings and Other Structures). PP P g P P P ( ) P A. Ceco Door Products. K. FS UU-13-790 -Building Paper,Vegetable Fiber(Kraft,Waterproofed, Water Repellent architectural sheet metal manual 2. Silicone Emulsion Sealant: Provide product complying with A.S.T.M. C834 Steelcraft. 0 and Fire Resistant). D. Work Quality: and, except for weight loss measured per A.S.T.M. C792,with A.S.T.M.C920 C Republic. L. Sheet Metal and Air Conditioning Contractors National Association (S.M.A.C.N.A.): 1. Sheet metalwork shall be finished straight and true,with miters and joints that accommodates joint movement of not more than twenty-five(25%) C. Republic. accurate( fitted. Exposed work shall be free of dents and other defects. percent in both extension and compression for a total of fl 50% percent. D. Substitutions:To requirements of Division 1. S.M.A.C.N.A. Architectural Sheet Metal Manual. y P P P �( )P 2.2 DOORS: ♦ ^ 1.4 SUBMITTALS: Comers shall be reinforced and seams made waterproof. Edges of sheet G. Acoustical Joint Sealant. A. Exterior Doors: 16 gauge with hot-dipped zinc coating. V ♦ lro-� A. General: Refer to section 01330-submittal procedures, shop drawings, product data, metal shall be hemmed. 1. Acoustical Sealant: Type S; Grade NS. Provide manufacturers standard B. Interior Doors: 18 gauge. and samples, for submittal requirements and procedures. 2. Provide for expansion and contraction in sheet metal assembly by means of non-sag, paintable, non-staining latex sealant complying with A.S.T.M. C834 CDoor Core: Honeycomb at interior location. Polyurethane insulated at exterior ' B. Shop Drawings and Product Data: Submit detailed shop drawings of metal flashing and expansion joints or other appropriate methods of S.M.A.C.N.A. architectural that is effective in reducing airborne sound transmission through perimeter locations.. /P) to n, sheet metalwork, including gutters and downspouts, and installation details. Include sheet metal manual. Provide reinforcement as required. joints and openings in building construction. D. Door Edges: Face sheets shall be joined at their vertical edges by continuous weld for C) Q manufacturers product data for materials and manufactured items. 3. isolate and protect dissimilar metals from contact with each other by applying 2. Acoustical Sealant for Concealed Joints:Type S; Grade NS. Provide the full height of door. Top and bottom edges shall be closed with a continuous ! ^ 1.5 QUALITY ASSURANCE: specified Isolation material to contact surfaces. Protect surfaces of sheet manufacturers standard, non-drying, non-hardening, non-skinning, � V A. Flashing and sheet metalwork shall be fabricated and installed In accordance with metal in contact with concrete, treated wood, or aluminum with a heavy non-staning, gunnable, synthetic rubber sealant complying with A.S.T.M. channel of at minimum of 16 gauge and spot welded to both face sheets. 23 FRAMES: S.M.A.C.N.A. architectural sheet metal manual. coating of bituminous paint. D217(290-310)recommended for sealing interior concealed joints. . 4. Provide waterproof neoprene washers wherever required fasteners penetrate H. Tape Sealants: Provide manufacturers standard, solvent-free, butyl-based tae A. Exterior Frames: 14 gauge with hot-dipped zinc coating. T� �- B. Except whets otherwise indicated, comply with minimum thickness or gage P PP P o P B. interior Frames: 16 gauge. 13:: requirements as specified in S.M.A.C.N.A. architectural sheet metal manual. sheet metal. Exposed fasteners will not be permitted for any portion of this sealant with a solid content of one-hundred (1 00lo)percent formulated to be C. Fabricate to sizes and profiles as shown on drawings. work. non-staining, paintable and non-migrating in contact with nonporous surfaces with or 2.4 ACCESSORIES: =J 2 PRODUCTS E. Caulking and Sealing: Caulk or seal joints and laps of sheet metalwork as indicated or without reinforcement thread to prevent stretch and packaged on rolls with a release A. Silencers: Resilient rubber fitted into drilled hole. Provide a minimum of three(3)per required for a waterproof installation. Beads of sealant which will be concealed in the paper on one side. strike jamb on all doors without weather stripping. finished work shall be continuous with no voids of material. Interface and coordinate I. Preformed Foam Sealants: Provide manufacturers standard reformed, 2.5 FABRICATION: 2.1 MATERIALS: P A. Galvanized Sheet Metal: Standard galvanized steel sheet, meeting requirements of the caulking and sealing work of this section with the work specified in section 07900- precompressed, impregnated open-cell foam sealant manufactured from high-density A.S.T.M.A653/A653M and A.S.T.M.A924/A924M, as applicable,with minimum zinc Joint Protection. urethane foam impregnated with a non-drying,water repellent agent, factory-produced A. Fabricate doors and frames with hardware reinforcements plates welded in place, coating of 1.25 ounces per square foot and 0.2 percent copper bearing, and mill F. Flashing for Roof Penetrations: in precompressed sizes and airtight seal when compressed to the degree specified by drilled and tapped for hardware. 1. Flashing of roof penetrations shall be 4 pound lead. Flashing shall be manufacturer and complying with the following requirements: B. Fabricate frames in new wall construction as welded unit type and in existing wall O phosphatized for maximum paint adherence. Where sheet instal gage is not indicated, construction as knockdown type. provide 24 gage. accurately formed to conform with roofing contours and configurations and as 1. Sealant shall be permanently elastic, mildew-resistant, non-migratory, C. Provide frames with a minimum of three anchors per jamb, Type as dictated by B. Stainless Steel: Stainless steel sheet for architectural applications, meeting the required to assure a watertight installation. Flashing shall be built in as the non-staining and compatible with joint substrates and other joints sealants. requirements of A.S.T.M.A167, T roofing work progresses. Flash and bum lead against an penetrations J. Joint Sealant Backing: Provide sealant backings of material and adjacent wall construction. req Type 304 or Type 316,with No.4 finish. Where g P 9 9 � Y P g: g type that are D. doss top edge of exterior door with inverted steel channel closure. Seal joints stainless steel sheet gage is not indicated, provide 26 gage. through its surface. non-staining, are compatible with joint substrates, sealants, primers and other joints g g g g watertight. FM C. Sheet Copper Standard cold-rolled copper sheet for building construction, conforming 2. Except as indicated otherwise, plumbing and mechanical vent flashing shall fillers, and are approved for applications indicated by sealant manufacturer. Only 2.6 FINISH: M. with A.S.T.M. 8370, 16 o.z., 20 o.z., 24 o.z., or 32 o.z. per square foot as indicated or be of four(4) pound lead tubing. Flanges shall be minimum 18 inches square, elastomeric joint fillers may be used on exterior applications. ::: . 1.1.1 . and tubing shall be long enough to permit turning lead into the end of vent 1. Plastic Foam Joint Fillers: Provide reformed compressible, resilient A. Primer: Baked on rust inhibiting primer compatible with finish coats. :., ::1`-011., required. Where copper weights are not indicated, provide 16 o.z. Gutters and P P .._. �''�...... B. Finish: See painting section 09900, ... `" <x ;KI downspouts shall be fabricated from 24 o.z.copper. Cleats shall be 20 o.z.copper. pipe. non-staining, non-waxing, non-extruding strips of open cell flexible plastic ;;: I I.,. ;. D. Copper Drainage Tube:Where downspouts are indicated as copper pipe or tube, foam of size, shape, and density to control sealant depth and otherwise ' PP 9 Po pP P P END OF SECTION P � P 3 EXECUTION I Z provide D.W.V. copper drainage tube conforming to A.S.T.M. B306. Provide for contribute to optimum sealant performance. Provide products compatible with 11111111111111111111111111 Installation with standard copper, brass, or bronze fittings, as indicated, capable of sealant and recommended by sealant manufacturer for the intended use.. 3.1 INSTALLATION: %N being soldered. Coordinate with plumbing requirements specified under Division 15- Section 07900 2. Elastomeric tubing Joint Fillers: Neoprene, butyl, or silicone tubing complying A. Install doors to S.D.I. 100. Fire rated doors and frames shall have installation per FM with A.S.T.M. D1056 non-abosrbent to water and as, capable of remaining N.F.P.A.80 requirements and/or other appropriate regulatory agency requirements. Mechanical. �+ . 9 P 9 E. Aluminum Sheet Metal:A.S.T.M. 8209, 5005 or 3003-H14 aluminum alloy as JOINT SEALANTS resilient at temperatures down to 26° Fahrenheit(-3" Celsius). Provide Install accessories as indicated on drawings, coordinate with contractors responsible �� appropriate, clear anodized or epoxy coated. Where aluminum sheet thickness is not products compatible with sealant and recommended by sealant manufacturer for wall construction. indicated, provide 0.0201"thickness. 1 GENERAL for the intended use,with low compression set and of size and shape to 3.2 TOLERANCES: W F. Sheet Lead: Standard 0.062"thick lead sheet weighting 4 pounds per square foot, provide a secondary seal, to control sealant depth, and otherwise contribute to A. Manufacturers and installation tolerances shall be within H.M.M.A. guidelines. arsenical-antimonial and pig lead alloy meeting the requirements of A.S.T.M. B29. Use 1.1 SUMMARY: optimum sealant performance. Q sheet lead or tubing for flashing of vent pipes and other penetrations of the roof. A. General:This section includes furnishing and installing construction sealants, backers, 3. Bond-Breaker Tape: Provide polyethylene tape or other plastic tape as END OF SECTION G. Solder. Grade A meeting requirements of A.S.T.M. B32, composed of 50 percent pig and related materials, as scheduled and/or as called for on contract documents. It recommended by sealant manufacturer for preventing sealant from adhering Q lead and 50 percent block tin,warranted pure. Flux shall be an approved brand of does not include sealants for glazing, roof systems, and firestop systems. to rigid, Inflexible joint filler materials or joint surfaces at back of joint where Section 08112I iG WR d A - , soldering flux for the type of metal or muriatic acid neutralized with zinc. B. Related Sections: such adhesion would result in sealant failure. Provide self-adhesive tape H. Building Paper: Rosin sized, unsaturated paper,weighing approximately 6 pounds per 1. Section 03300-Concrete where applicable. STANDARD STEEL DOORS 100 square feet, or a water-repellent smooth building paper meeting requirements of 2. Section 08100- Hollow Metal Doors and Frames 2.3 MISCELLANEOUS MATERIALS: . FS UU-13-790, Type I, Grade A. A. Primer: Provide material recommended by joint sealant manufacturer where required 3. Section 08112-Standard Steel Doors and Frames BRUCE M.CARLS0N 1. Fasteners and Accessories: Furnish anchors and fasteners,washers,straps, and for adhesion of sealant to joint substrates indicated,as determined from 1 GENERAL P 4. Section 08200-Wood Doors and Frames *�'� accessories required for a complete and finished installation. Fasteners and preconstruction joint sealant-substrate tests and field tests. 5. Section 09260-Gypsum Board Assemblies • o accessories shall conform with the following requirements: 1.2 REFERENCES: B. Cleaners for Non-porous Surfaces: Chemical cleaners acceptable to manufacturers of 1.1 SUMMARY: No. 3112 1. Nails shall be stainless steel, hard copper, bronze, or brass. Where sheet sealants and sealant backing materials, free of oily residues or other substances A. Section Includes: f,rVI�EAPOLI$ MINNESOTA PP A. A.S.T.M. C792-Test Method for Effects of heat Aging on Weight Lass, Cracking, and capable of staining 1. Non-rated and fire-rated hollow metal doors, frames, and an metal is built in over roofing materials or other sheet metal, use nails or Chalking of Elastomeric Sealants. P g or harming in any way joint substrates and adjacent non-porous panels. � (,i screws with 1"matching nonferrous washers. Screws shall be standard B. A.S.T.M. C834-Specification for Latex Sealing Compounds. surfaces and formulated to promote optimum adhesion of sealants with joint B. Related Sections: 'i ,� .t P 9 P �." stainless steel, brass,or bronze wood screws, as required. Sheet metal substrates. 1. Section 08700-Door Hardware. r ` .) q C. A.S.T.M. C919-Practice for Use of Sealants in Acoustical Applications. Y screws shall be self-drilling, self-tapping stainless steel or tempered D. A.S.T.M.C920-Specification for Elastomeric Joint Sealants. C. Masking Tape: Non-staining, non-absorbent material compatible with joint sealants and 2. Section 09900-Painting: . surfaces adjacent to joints. 1.2 QUALITY ASSURANCE: BRUCE M. CARL , ARCHITECT non-corrodible steel of proper size and length to suit conditions. E. A.S.T.M. C1193-Guide for Use of Joint SealantsA. S.D.I.-100-Standard Steel Doors and Frames. 2. Screw heads shall be furnished with neoprene washers. F. A.S.T.M. D217-Test Method for Cone Penetration of Lubricating Grease. 3. Straps:Straps and miscellaneous fastenings,where required, shall be G. A.S.T.M. D1056-Specification for Flexible Cellular Materials-Sponge or Expanded 3 EXECUTION B. D.H.I.- Door Hardware Institute-The Installation of Commercial Steel Doors and Steel stainless steel, half-hard copper, or half-hard 70-30 brass of zied indicated or Frames, insulated Steel Doors in Wood Frames and Builders Hardware. PP Rubber. SIGNATURE required. Where not indicated, provide straps of 1/16"thick by 11'wide size. 1.3 SUBMITTALS: 13.1 PREPARATION: C. Fire Rated Door, Panel, and Frame Construction:A.S.T.M. E152 and shall conform to J. Sealant: Caulkingor sealing compound shall be a silicones synthetic rubber elastomeric A. General: Comply with manufacturers recommendations and with the following: appropriate regulatory agency requirements. 3112 g P y A. General: Submit the following in accordance with conditions of contract and section REG. N0. sealant which cures at normal temperature to a flexible firm rubber, tack fress, in gun 01300, "Descriptive Submittals." 1. Remove all foreign materials from joint substrates which could interfere with D. Handicapped:A.N.S.I.A117.1. grade consistency. Sealant shall be specially designed for adhesion of the surfaces to B. Product Data Sheet: Submit manufacturers catalog data and application instructions adhesion of joint sealer, Including oil, grease, waterproofing,water repellents, E. H.M.M.A. - Hollow Metal Manufacturers Association specification for commercial which it will be applied, and shall meet or exceed the minimum requirements of FS for each material proposed for use, water, surface dirt, and frost. hollow metal doors and frames H.M.M.A. 861. Architect's Job Number TT-S-230 or FS TT-S-1543, as applicable. C. Asbestos-Free and Lead-Free Paint Certification: Submit manufacturers written 2. Clean concrete, masonry, and similar porous joint substrate surfaces by 1.3 SUBMITTALS: 14121.004 K. Isolating Material:Alkali-resistant bituminous paint or varnish. brushing, grinding, blast cleaning, mechanical abrading, acid washing, or a A. Submit shop drawings and product data to requirements of Section 01300. Drawn By certification that all materials are fres of asbestos and lead paint. combination of these methods to produce a clean, sound substrate capable of B. Indicate on shop drawings, door elevations, internal reinforcement, closure method, 2.2 FABRICATION AND SHOP PAINTING: D. Manufacturers Certifications: Submit manufacturers representative certification that P P P g AMA A. Form and fabricate sheet metal as indicated and in accordance with thea roved shop developing optimum bond with joint sealers. and cut outs for glazing and louvers. A v d B PP P the proposed products are recommended and compatible with each other and PP y drawings and S.M.A.C.N.A. architectural sheet metal manual. Properly reinforce sheet substrates for the intended applications. 3. Remove laltance and form release agents from concrete prior to installation of C. Provide product data on standard door and panel construction. EJB metalwork as required for strength and appearance. E. Material Safety Data Sheets(M.S.D.S.): Submit M.S.D.S.far joint sealant products. sealants. Sheet Title B. Galvanized sheet metal surfaces which will be concealed In the finished work shall be F. Volatile Organic Compound (V.O.C.)Compliance Certifications: Submit manufacturers 4. Clean metal, glass, porcelain enamel,glazed surfaces of ceramic tie and 2 PRODUCTS chemically treated or etched to assure maximum paint adherence and then shop certification that joint sealant products comply with the California Bay Area A.Q.M.D. other non-porous surfaces by chemical cleaners or other means which are not painted with one coat of an approved galvanized primer as specified in Section 05500- Regulation 8, Rule 51. harmful to substrates or leave residues capable of interfering with adhesion of 2.1 ACCEPTABLE MANUFACTURERS: ARCHITECTURAL Metal Fabrications. Finish field painting is specified in Section 09900-Painting. joint sealants. A. Ceco Door Products. p g P g G. Sealant Schedule: List type, grade, class, use classification and joint sealant backing 5. Prime or seal joint surfaces where recommended by the sealant manufacturer. B. Fenestra. SPECIFICATIONS for each proposed sealant system in project. Confine primer/sealer to areas of sealant bond;do not allow spillage or C. Steelcraft. H. Leed Submittals: Credit E.Q.4.1: Manufacturers'product data for interior sealants, migration onto adjoining surfaces. D. Amweld. Sheet Number including printed statements of V.O.C.content. E. Republic. . F. Substitutions:To requirements of Division 1. . . . I A�0.3 . I I I . b4l*&0t 0 ditN, ARCHITECT 2014 Section 08112 Section 08700 Section 08800 Section 09280 STANDARD STEEL DOORS - CONTINUED FINISH HARDWARE - CONTINUED GLAZING - CONTINUED GYPSUM BOARD ASSEMBLIES - CONTINUED BRUCE M. 2.2 DOORS: 1.5 INTENT OF SCHEDULE: 2.5 FRAMING MATERIALS: , �,,,oCARLSO N A. Exterior Doors: S.D.I.-100 Grade I, Model 1. A. The intent of the hardware schedule on the plans is to provide design requirements for A. Non-Loadbearing Fuming, Framing, and Accessories:A.S.T.M. C645,galvanized steel. architecture • planning - interior design B. Interior Doors:S.D.I.-100 Grade 1, Model 1. hardware,which will be aesthetically appropriate and suitable to the function of each 3 EXECUTION B. Load bearing Studs, Runners, and Bracing:A.S.T.M. C-955. BRUCE M. CARi.SON, ARCHITECT C. Door Core: Cardboard honeycomb for interior and polyurethane insulated foam at door or applicable item. C. Fasteners: Hardened steel. 800 WASHINGTON AYE. N., SINE 208 exterior. B. No warranty concerning the absolute completeness of the schedule is intended. Each 3.1 EXAMINATION: D. Adhesive:A.S.T.M. C557. MINNEAPOLIS, MN 55401-1148 D. End Closure: Channel, minimum 14 gauge, inverted. bidder shall be responsible for complete review and interpretation of schedules, A. Verify that openings for glazing are correctly sized,within tolerance and clean and that 2.6 GYPSUM BOARD MATERIALS: PHONE: (612) 547-1300 E. Door Edges-Face sheets shall be joined at their vertical edges by continuous weld for drawings, and balance of applicable contract documents. If ambiguities occur between adjoining materials are ready to receive work of this section. A. Standard Gypsum Board:A.S.T.M. C36, of thickness as noted on drawings, tapered E-MAIL- InfoOemamh.com the full height of door. Top and bottom edges shall be closed with a continuous narrative descriptions and manufacturer's model, code, or part number, architect 3.2 PREPARATION: edges. CONTACT: ERiC BROOSTiN channel of at minimum of 16 gauge and spot welded to both face sheets. reserves the right of interpretation of intent. A. Clean contact surfaces with solvent and wipe dry. B. Fire Rated Gypsum Board:A.S.T.M. C36 for type"x,"of thickness as noted on 2.3 FRAMES: C. Inadequacies, conflicts, omissions,or deviations from the intent defined in paragraph B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. drawings, tapered edges. Project Address A. Exterior Frames- 14 gauge with hot dipped zinc coating. above, discovered by the bidder during his review and examination, shall be brought to C. Prime surfaces scheduled to receive sealant. C. Moisture Resistant Gypsum Board:A.S.T.M. C630, of thickness as noted on drawings, B. Interior Frames- 16 gauge. the architect for clarification prior to bid opening. Lack of such notification shall 3.3 INTERIOR-WET/DRY METHOD(TAPE AND SEALANT): with tapered edges. D X L #9735 C. Fabricate to sizes and profiles as shown on drawings. constitute bidders acceptance of full responsibility for providing all finish hardware for A. Cut glazing tape to length and install against permanent stops, projecting 1/16"above D. Cementitious Board Materials: Shall meet A.N.S.I. Standards Al 18.9- 1992 and 2.4 ACCESSORIES: this project, consistent In quality and performance throughout. Should any door be sight line. 108.11 - 1992. WASHINGTON SQUARE T00 A. Silencers: Resilient rubber fitted into drilled hole. Provide a minimum of three(3)per omitted from the schedule, or any item omitted in a hardware set, the hardware B. Place setting blocks at 1/4 points with edge block no more than 6"from comers. 2.7 EXTERIOR GYPSUM BOARD MATERIALS: strike jamb on all doors without weather stripping. supplier shall provide hardware similar to that schedules for similar locations. C. Rest glazing on setting blocks and push against tape to ensure full contact at perimeter A. Gypsum Sheathing Board:A gypsum core sheathing boards with additives to enhance 10218 SW WASHINGTON B. Glazing Stops: Rolled steel channel shape, mitered comers; prepared for countersink 1.6 TEMPLATES: of pane or unit. the water resistance of the core; surfaced with water repellent paper on front, back, style tamperproof screws. A. Hardware supplier shall furnish templates and all other information as may be required D. Install removable stops, spacer shims inserted between glazing and applied stops at and long edges; and complying with A.S.T.M. C79/C1396. SQUARE ROAD C. Bituminous Coating: Fibered asphalt emulsion. to the fabricators of the doors and frames. This data is required to assist the 24"intervals, 1/4"below sight line. 1. Regular Board: 1/2"x4'x8'wi#h square edge(Gold Bond brand Jumbo Gypsum D. Primer: Zinc chromate type. fabricators in making proper cutouts, mortises, reinforcements and another E. Fill gaps between pane and applied stop with butyl type sealant to depth equal to bite Sheathing). /� I"� O 2.5 FABRICATION: preparations as required to properly receive the hardware. on glazing, to uniform and level line. 2.8 ACCESSORIES: IAVV A. Mullions for Double Doors: Fixed type. 1.7 SHOP DRAWINGS: F. Trim protruding tape edge. A. Acoustical Insulation:As specified in Section 07215. 97223 B. Astragals: Metal T shaped astragals for double doors. A. Shop drawings of a scale to show all pertinent aspects of the item and it's method of 3.4 INSTALLATION-MIRRORS: B. Acoustical Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum C. Fabricate doors with hardware reinforcement plates welded in place, drilled and tapped connection to the work. A. Set mirrors with adhesive,and J channels where detailed, applied in accordance with board. for hardware. B. One reproducible and one print of each sheet, submit far enough in advance of adhesive manufacturer's Instructions. C. Comer Beads: Metal "L"bead. Issue Date D. Fabricate frames in anew wall construction as welded unit type and in existing wall schedule dates for installation to provide adequate time for review and approval. B. Place plumb and level unless detailed otherwise on drawings. D. Edge Trim: Galvanized steel. 04-21 -14 construction as knockdown type. 3.5 CLEANING: E. Joint Materials:A.S.T.M. C475, reinforcing tape,joint compound, adhesive, water, Revisions E. Provide frames with a minimum of three(3)anchors per jamb. Type as dictated by 2 PRODUCTS A. Remove glazing materials from finish surfaces. fasteners. adjacent wall construction. B. Remove labels after work is complete. F. Fiberglass ceiling access panels. Date Description By F. Close top edge of exterior door with inverted steel channel closure. Seal joints 2.1 ACCEPTABLE MANUFACTURERS: C. Clean glass and mirrors. Q watertight. A. Refer to door hardware schedule on the drawings for acceptable suppliers,finishes 3 EXECUTION 2.6 FINISH: and product specifications for hardware items. END OF SECTION A. Primer: Baked on rust inhibiting primer compatible with finish coats. 2.2 KEYING: 3.1 EXAMINATION: B. Finish: See Painting Section 09900. A. Supplier shall meet with the tenant representative to finalize keying requirements. Section 09110 A. Verify that site conditions are ready to receive work. B. Locks to be supplied with replaceable construction cores. Permanent cores to be B. Beginning of installation means acceptance of site conditions. 3 EXECUTION shipped directly to the tenant's representative. Installer to replace with permanent METAL STUD FRAMING 3.2 CEILING FRAMING INSTALLATION: Q cores in the presence of the tenant's representative and return construction cores to A. Install to A.S.T.M. C754, and manufacturer's instructions, limiting deflection to 1/360. 3.1 INSTALLATION: supplier. 1 GENERAL B. install ceiling framing independent of walls, columns, and above ceiling work. A. Install doors to S.D.I. 100. 2.3 ACCESSORIES: C. Laterally brace entire suspension system. B. install accessories as indicated on drawings. Coordinate with contractors responsible A. Provide templates and product data on specified hardware to door and frame D. Install in accordance with seismic details provided. for wall construction. manufacturers to facilitate locating cut-outs and reinforcements. 1.1 SUMMARY:A. Section Includes: 3.3 ACOUSTICAL ACCESSORIES INSTALLATION: 3.2 TOLERANCES: B. Provide special wrenches, tools, and accessories supplied by hardware component A. Install resilient channels at maximum 24"o.c. A. Maximum Diagonal Distortion After Installation: 1/16"measured with straight edge, manufacturer. 1. Formed metal stud and joist framing at interior locations. B. Place acoustical insulation per Section 07215. Q . rn2. Framing accessories. Q corner to comer. B. Related Sections: C. Install acoustical sealant within partitions to manufacturer's instructions. B. Manufacturer's and installation tolerances shall be within H.M.M.A.guidelines. 3 EXECUTION 1. Section 06100-Rough Carpentry. 3.4 GYPSUM BOARD INSTALLATION: 2. Section 06200-Finish Carpentry. A. Install gypsum board to G.A. 201, 216, and 600,to A.S.T.M. C-840 and C-1280, and to END OF SECTION 3.1 VERIFICATION: 3. Section 07215-Batt Insulation: Insulation within stud framing. manufacturer's recommendations. O/ A. Verify that door and frame components are ready to receive work and cut-outs, 4. Section 09260-Gypsum Board Assemblies B. Use screws when fastening gypsum board to furring or framing."American Iron and Steel mortises and reinforcements are correct. C. Erect gypsum soffit board perpendicular to supports. Section 08200 B, Beginning of installation means acceptance of site conditions. C. Reference:All metal stud construction shall comply with the D. Place comer beads at external comers. Place edge trim where gypsum board abuts WOOD DOORS AND FRAMES - REFER TO DOOR 3.1 INSTALLATION: StructInstituural Memberrsument Edition of"Specifications for the Design of Cold Formed Steel dissimilar materials. W A. Strictly comply with manufacturer's instructions and recommendations. Mount 1.2 SYSTEM DESCRIPTION: 3.5 JOINT TREATMENT: SCHEDULE hardware at locations to comply with Door and Hardware Institute Recommended A. Tape,fill, and sand exposed joints, edges, and comers to produce smooth surface to a �-� Q A. . Metal stud framing for interior walls,with acoustic insulation specified in Section 07215 Locations for Builders Hardware for Standard Steel Doors and Frames and National and gypsum board specified in Section 09260. level five(5)finish ready to receive finishes. 1 GENERAL Wood Window and Door Association A.N.S.I./N.W.W,D.A. Industry Standard 1.7. 1.3 QUALITY ASSURANCE: 3.6 RECOMMENDATIONS FOR EXTERIOR GYPSUM BOARD: B. Install hardware to manufacturer's instructions and requirements of A.N,S.I./D.H.I. Do A. Perform work in accordance with: A. Fasteners (nail or screw heads or the crown of staples)shall bear tightly against the CY 1.1 DESCRIPTION OF WORK: This section includes, without limitation: not install surface mounted items until substrate finish has been completed. 1A.I.S.I.specification for the design of cold formed steel structural members, face of the sheathing but should not cut into the face paper. Staples shall be driven . �,,/' C. Set hardware plumb, level and in exact alignment and location. Conceal and with the crown parallel to the framing. Fasteners shall be no less than 3/8"from the v f 1.2 RELATED WORK:Without limitation, related work includes; 2. A.W.S.specification for welding A. Non-rated and fire rated flush wood doors and frames. countersink fasteners to the greatest extent possible. Use only threaded-to-the-head latest edition. edges and ends of the sheathing. When shear values are not required,fasteners shall screws for all hardware attached to wood doors and frames. Use#12 screws for sheet steel in structures,d1.3. be spaced not more than 8"o.c. along the vertical ends or edges and intermediate Cy A. 06200-Finish Carpentry. hinges, closers, and other highly stressed hardware, unless otherwise recommended 3. A.S.T.M.A-653, C-645, C-754, C-840, C-955.3 supports. I Z B. 08100 - Hollow Metal Doors and Frames. by hardware manufacturer. Do not use exposed through-bolts to mount any hardware. B. Jumbo Gypsum Sheathing-4'-0"Wide:Apply jumbo gypsum sheathing vertically with D. 09900- Painting. �./ P O C. 08700 - Finish Hardware. Adjust all hardware to work easily, smoothly, and correctly. 2 PRODUCTS vertical edges butting over the center of framing members. Fit sheathing snugly ISO " D. Use the templates provided by hardware item manufacturer, around all opening. Vertically attach sheathing with nails or screws spaced not over 4 N 1.3 REFERENCE STANDARDS: Comply with Architectural Woodwork Institute"Architectural E. Maintain heights from finished floor to center line of hardware item per A.N.S.I./D.H.1. 2.1 ACCEPTABLE MANUFACTURERS: o.c. around perimeter and 8"o.c.to intermediate studs(space staples not over 3"and Woodwork Quality Standards." A. U.S. Gypsum Company. " respectively). gyp g p PP Y and A.D.A.standards. 6 o.c, res ectivel Jumbo sum sheathing is permitted to be applied horizontally.1.4 QUALITY ASSURANCE: B. National Gypsum Company. " F. Adjust and check each operating item of hardware to ensure proper operation or Secure horizontally applied sheathing to studs with nails or screws spaced not over 4 Z A. Perform work in accordance with: C. Dale Industries. " function. Replace items which can not be adjusted to operate freely and smoothly as o.c. along ends and 8 o.c.to intermediate framing. Square edge gypsum sheathing 1. A.W.I. Quality Standard, Custom Grade, or other nationally recognized D. Substitutions: To requirements of Division 1. standard equal to or exceeding the above. indicated fro the application made. 2.2 STUD FRAMING MATERIALS: applied perpendicular to framing shall be sealed at time of application. Horizontal (�� 2. Fire rated door construction shall conform to U.L. or W.H. testing lab END OF SECTION A. Studs:A.S.T.M. C-645, electro-galvanized, non-load bearing rolled steel, channel gypsum sheathing joints do not require back blocking, N specifications for drawing specified certification labels. shaped, punched for utility access, as follows: END OF SECTION CD 3. Installed door assembly shalt conform to N.F.P.A.80 for fire-rated class 1. Width:As noted on drawings. �indicated on plans. Section 08800 2, Thickness: 20 gauge minimum.G i A 71 NG B. Load bearing studs, runners and bracing:A.S.T.M.C-955. Section 09280a 2 PRODUCTS 47 _t1L V C. Runners: Of same material and finish as studs, bent leg retainer to receive studs. S D. Furring and Bracing Members: Of same material and finish as studs, thickness to suit CEMENT BOARD typical specification to be considered 2.1 FLUSH WOOD DOORS:A.W.I. Premium Grade, PC-5 construction. 1 GENERAL purpose, 13: W% A. Species and Cut: Paint grade rotary cut birch. E. Fasteners: Self drilling, self tapping screws of length not less than thickness of finish 1 GENERAL V 2.2 PRE-FIT AND PRE-MACHINE: Pre-fit doors to location and pre-machine doors for hardware 1.1 SUMMARY: material plus 1/2". listed on final hardware schedules. A. Section Includes: F. Anchorage Devices for concrete: Powder driven, 1,1 SUMMARY: ' 2.3 ACCEPTABLE MANUFACTURERS: 1. Glass and glazing for sections referencing this section for products and G. Primer: Zinc oxide touchup for galvanized surfaces. A. Section Includes: �J v ry A. Weyerhauser Door installation. 1. Cement board and accessories. O Q B. Algoma Hardwoods, Inc. Related Sections: 3 EXECUTION B. Related Sections: sir C. Ampco Products, Inc. 1. Section 06200- Finish Carpentry: Components with requirement for glass. 1. Section 09900- Paints and Coatings: Surface finish. N 2.4 DOOR TYPES AND CONSTRUCTION: (specifically mirrors) 3.1 ERECTION: 1.2 REGULATORY REQUIREMENTS: A. Flush interior doors: Solid core(lumber or particle board)non-rated and solid core 1.2 REFERENCES: A. Align and secure top and bottom runners at 24"o.c. A. Conform to applicable code for fire rated assemblies. (mineral core meeting indicated fire rating)fire-rated. A. Perform Work to F.G.M.A. Glazing Manual, F.G.M.A. Sealant Manual,S.I.G.M.A., and B. Fit runners under and above openings; secure intermediate studs at spacing of wall 1.3 REFERENCES: 2.5 FLUSH DOOR FACING: Laminators Safety Glass Association-Standards Manual,for glazing installation studs. A. American National Standards Institute(ANSI): A. Wood veneer meeting A.W.I.custom grade. methods. C. Install studs vertically at 16"o.c. unless otherwise noted on drawings. Align stud web 1. Al 08.11 -American National Standard for Interior Installation of Cementitious 2.6 FABRICATION: 1.3 SYSTEM DESCRIPTION: openings. Backer Units. A. Fabricate non-rated doors and frames to A.W.I. requirements. Fabricate rated doors A. Size glass to withstand dead loads and positive and negative live loads acting normal D. Secure studs to tracks. Brace stud framing system and make rigid to withstand lateral 2. Al 18.1 -American National Standard Specifications for Dry-Set Portland and frames in accordance with U.L. or W.H. requirements. to plane of glass. loading of 5 p.s.f. Positive and negative pressure with maximum deflection not to Cement Mortar. B. Factory machine doors for specified finish hardware. B. Limit glass deflection to 1:200. exceed 1/240 of the wall height, except where walls support tile/marble use 1/360 as 3. Al 18.4-American National Standard Specifications for Latex-Portland 1.4 SAMPLES: maximum deflection, Cement Mortar. 3 EXECUTION A. Submit samples to requirements of Section 01300. E. Stud splicing Is permissible by overiapping with flanges in opposite directions to form a 4. Al 18.9-Test Methods and Specifications for Cementitious Backer Units. B. Samples: Submit two(2)samples 6x6 inch in size, illustrating glass for, coloration and box section with overlap length a minimum of 1/15 of wall height. Where wall height 5. Al 36.1 -American National Standard Specifications for Organic Adhesives for 3.1 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations, and design for anything other than clear glazing. exceeds 16', wall shall be braced with diagonal studs at a maximum spacing of 8'O.C. Installation of Ceramic Tile. recommendations of A.W.I. Acclimatize doors to prevailing conditions for at least five(5) 1.5 QUALITY ASSURANCE: from top 1/3 point of wall to roof structure, B. American Society for Testing and Materials(ASTM): days before installing. Fit and machine doors to the extent not done at factory. Trim edges A. Perform Work in accordance with: F. Construct comers using minimum three studs. Double stud at wall opening,door and 1. C473-Test Methods for Physical Testing of Gypsum Panel Products. equally on both sides to prevent unbalanced construction. Do not trim tops or bottoms more 1. Flat Glass Marketing Association Glazing Manual. window jambs, not more than 2"each side of openings. 2. C1325-Specification for Fiber-Mat Reinforced Non-Asbestos Cement Interior than 3/4". 2. Flat Glass Marketing Association Sealant Manual. G. Coordinate erection of studs with requirements of door and window frame supports and Substrate Sheets. A. Use on threaded-to-the-head wood screws for mountinghardware and hanging doors. 3. A.S.T.M.C 1036 Specifications for flat lass. attachments. 3, C1002-Specification for Steel Drill screws for the Application of Gypsum 9 9 p 9 P PP YP �ot > ;::.;... Make doors swing freely without binding or scraping the frame and so that doors that 4. A.S.T.M. C 1048 Specifications for heat treated flat glass. H. Coordinate installation of bucks, anchors, and blocking with electrical and mechanical Panel Products or Metal Plaster Bases. h:: are not self-closing remain motionless at any location when released. B. Select glazing compounds and sealants to meet glass manufacturers instructions. work to be placed in or behind stud framing. 4. D2394-Methods for Simulated Service Testing of Wood and Wood-Based '< w B. Through-Bolts: Do not use visible through-bolts to mount any hardware. 1.6 SHOP DRAWINGS: I. Blocking and Reinforcement: Secure to studs. Install for support of plumbing fixtures, Finish Flooring. C. Screws and Pilot Holes: Drill proper size pilot holes for all screws to reduce splitting. If A. Shop drawings of a scale to show all pertinent aspects of the item and its method of toilet partitions,wall cabinets,toilet accessories, hardware,etc. 1.4 SUBMITTALS: not otherwise recommended by door or hardware manufacturer, use 1-1/2"long#12 connection to the work. J. Refer to drawings for location of partitions extending to ceiling only, and partitions A. Products Data: Manufacturer's specifications and installation instructions for each threaded-to-the-head wood screws. Where visible, provide screws finished to exactly B. One reproducible and one print of each sheet,submit far enough in advance of extending through ceiling to structure above. Maintain clearance under structural product specified. match visible hardware on door. schedule dates for installation to provide adequate time for review approval. building members to avoid deflection transfer to studs. Provide extended leg ceiling 1.5 DELIVERY, STORAGE,AND HANDLING: D. Clearances and Tolerances: For non-rated doors, provide uniform 1/8"clearances at runners. A. Packaging and Shipping: Have materials.shipped in manufacturer's original packages head,jambs and meeting stiles(of pair of doors). Provide uniform 1/2"clearance at 2 PRODUCTS K. Coordinate placement of acoustic insulation in multiple stud spaces made inaccessible showing manufacturer's name and product brand name. bottom, except at thresholds provide uniform 1/4"clearance, after stud framing erection. B. Storage and Protection: Store materials inside and protected from damage by the E. Refer to Finish Carpentry Section 06200 for more wood door installation information. 2.1 ACCEPTABLE MANUFACTURERS: elements. Protect ends, edges, and faces of cement boards from damage. A. P.P.G. Glass. END OF SECTION END OF SECTION B. L.O.F. Glass. 2 PRODUCTS C. Guardian Industries. Section 09260 Section 08700 D. Ford Glass. 2.1 ACCEPTABLE MANUFACTURERS: E. Substitutions: To requirements of Division 1. GYPSUM BOARD ASSEMBLIES A. U.S. Gypsum Company. FINISH HARDWARE 2,2 FLAT GLASS MATERIALS: B. National Gypsum Company. A.. Mirror Glass(Type FG-F): Float Plate glass, 1/4"thick,sizes as C. Substitutions:To requirements of Division 1. ,x 1 GENERAL BRUCE M.CARLSON n noted on Drawings. 2.2 MATERIALS: 1 GENERAL 2.3 GLAZING COMPOUNDS: A. Cement Board: A. Butyl Sealant(Type GC-A): A.S.T.M. C920, single component; Shore A hardness of 1.1 SUMMARY: 1. Backer Board: Cementitious, water durable, board; surfaced with fiberglass 4 "-3 1.1 DESCRIPTION OF WORK: This section includes,without limitation: 10 to 20 black color; non-skinning. A. Section includes: o V A. Finish hardware for interior and exterior wood and hollow metal doors. 1. Metal channel ceiling framin reinforcing mesh on front and back; long edges wrapped; and complying with N0. 3112 2.4 GLAZING ACCESSORIES AND HARDWARE: g g ANSI Al 18.9 and ASTM C1325, aiINNEAPQUS M�NNES1) B. Lock cylinder for entrance door to coordinate with lock specified in door schedule. A. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness. 2. Gypsum board. a. Thickness: 1/2", 5/8". ' 1.2 RELATED WORK: Without limitation, related work includes: B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness. 3. Gypsum board ceiling suspension systems. " . ,' P b. Width: 2-8", 3-0 , or 4-0 . ; A. 06100-Rough Carpentry. C. Glazing Tape: Pre-formed butyl compound with integral resilient tube spacing device. B. Related Sections: C. Length:4'-0", 5'-0", 6`-0", or 8'-0". ' B. 06200-Finish Carpentry. D. Mirror Attachment Accessories: Chrome finish continuous J channels at all exposed 1. Section 06100-Rough Carpentry. d. Edges:Tapered. C. 08100-Hollow Metal Doors and Frames. edges or as detailed on drawings. Mirror adhesive, chemically compatible with mirror 2. Section 08112-Standard Steel Frames. e. Compressive Strength: Not less than 2250 lbs. per sq. in.when tested in BR CE M. VAPLSOV, ARCHITECT D. 08200 -Wood Doors and Frames. coating and wall substrate. 3. Section 09110 -Metal Stud Framing. accordance with ASTM D2394. E. 08800-Glazing. 4. Section 09900- Paints and Coatings. f. Water Absorption: Not greater than 8 percent when tested for 24 hours 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: 1.2 REGULATORY REQUIREMENTS: in accordance with ASTM C473. A. Provide data. A. Conform to applicable code for fire rated assemblies. 2. Bendable Backer Board: Cementitious,water durable, board;surfaced with SIGNATURE B. Shop drawings. fiberglass reinforcing mesh on front and back; long edges wrapped; and 3112 1.4 QUALITY ASSURANCE: 2 PRODUCTS complying with ANSi A118.9. REG, N0. A. Hardware supplier shall have similar commercial door hardware experience for a a. Thickness: 1/2". minimum of five(5)years and employ an experienced architectural hardware 2.1 ACCEPTABLE MANUFACTURERS- FRAMING MATERIALS: b. Width:4'-0". Architect's Job Number consultant who will be available at responsible times during the course of the work for A. U.S. Gypsum Company, C. Length: V-00. 14121.004 consultation to the tenant, architect, and general contractor. B. National Gypsum Company. d. Edges: Tapered. Drawn B B. Conform with local building code requirements and National Fire Protection C. Georgia Pacific. e. Compressive Strength: Not less than 2250 lbs. per sq. in.when tested in AMA y Association(N.F.P.A.)Standard 80,fire doors and window requirements. Provide D. Domtar Gypsum. accordance with ASTM D2394. tested Underwriters Laboratories(U.L.)hardware for fire-rated door and frame E. Substitutions:To requirements of Division 1. Appv'd By f• Water Absorption: Not greater than $ percent when tested for 24 hours assemblies. The hardware supplier shall be responsible for coordinating the work of . 2.2 ACCEPTABLE MANUFACTURERS-GYPSUM BOARD: this section with those noted above so as to obtain door and hardware combinations A. U.S. Gypsum Company, in accordance with ASTM C473. Sheet Title which are approved by governing regulatory agencies. Conflicts, omissions, or B. National Gypsum Company. 3. Underlayment: Cementitious, water durable, board; surfaced with fiberglass deviations from the intent defined in paragraph above, discovered in the schedule of C. Georgia Pacific. ANSI Al 1 mesh on front and back; long edges wrapped; and complying with Y g g Gypsum. ANSI Thickness: and ASTM 01325. ARCHITECTURAL hardware b the bidder Burin his review and examination, shall be brought to the D. Domtar G sum. " attention of the architect for clarification prior to bid opening. E. Substitutions:To requirements of Division 1. a. Thickness: 1/4 . C. Adhere to applicable provisions of the Americans with Disabilities Act(A.D.A.). 2.3 ACCEPTABLE MANUFACTURERS-GYPSUM BOARD CEILING SUSPENSION SYSTEM: b, Width:3'-0"or 4'-0". SPECIEICATICNS C. Length:4'-0"or 5'-0". N.F.P.A. Life Safety Code and State Barrier Free Code. Bring discrepancies to A. Chicago Metallic Corp. d. Edges: Tapered. Sheet Number architect's attention prior to submitting bid, for resolution or clarification. B. Dale industries, Inc. e. Compressive Strength: Not less than 2250 lbs. per sq. in.when tested in C. U.S. Gypsum Co. accordance with ASTM D2394. D. National Gypsum Co. f. Water Absorption: Not greater than 8 percent when tested for 24 hours 2.4 ACCEPTABLE MANUFACTURERS-CEMENTITIOUS BOARD: A. U.S. Gypsum Co. in accordance with ASTM 0473. """' A0.4 bWIGP 0 6R&N, ARCHITECT 2014 11 II v{I 9� :M r'�11t E . Section 09280 Section 09510 Section 09040 Section 09900 Section 10675 ', N � F'l�1a � 11 CEMENT BOARD - CONTINUED ica�. s ecification t© be SUSPENDED ACOUSTIC CEILINGS - CONTINUED WOOD FLOORING - CONTINUED PAINTING - CONTINUED METAL STORAGE SHELVING IN � � `l, I � considered ' *�r '� ( uii'a �wirelux Ln��i ci�^,I�LV\/N 2.4 ACOUSTIC UNIT MATERIALS: 6. NAILING TO PLYWOOD-ON-SLAB SYSTEM,NAIL SCHEDULE 2 PRODUCTS 1 GENERAL architecture • planning • interior design A. Acoustic Panels: Conforming to the following: BRUCE M. CARLSON, ARCHITECT 4. Fasteners: • This system uses 3/4"or thicker sheathing grade exterior plywood as the subfloor over the appropriate vapor retarder. a. Nails: 1 1/2" long, hot dipped galvanized, and in accordance with FS 1. Size:24x48 inch. 2.1 ACCEPTABLE MANUFACTURERS: 1.1 DESCRIPTION OF WORK: This section includes,without limitation: B00 WASHINGTON AVE. N., SUITE 208 9 PP 9 Loose lay 3/4"plywood over entire floor. Laying plywood on the diagonal to the direction of the finish floor will help P P P g g g y (P Y y MINNEAPOLIS MN 55401-1148 ` FF-N-105B, Type 2, Style 20. 2. Thickness: Minimum 5/8". A. Refer to plans for specific paint colors and losses. A. Metal storage shelving system (provided b tenant, installed b y ty prevent cracks associated with panel edges. PHONE: (612) 547-1300 b. Screws: Hi-Lo thread screws(No. 8)wafer head, corrosion-resistant, 1 3. Composition: Mineral fiber. B. Acceptable substitutions to specific manufacturers: general contractor). f 4. Fire Hazard Classification: Flame spread/smoke developed:(per A.S.T.M. . Securing " 1. Pratt and Lambert P.&L. B. In wall/surface mounted strapping(provided and installed b E-MAIL: 1A OOemalrch.cOm " 1/4"or 1 5/8" long, and complying with ASTM C1QQ2. g tongue and groove strips are are required to use 2 serrated edge barbed fastener,7d or 8d screw or cut ( ) PP g(P Y CONTACT: ERIC BROOSTIN C. Screws: Drill point screws(No.8)wafer head, corrosion-resistant, 1 1/4" E-84)25/10. nail. Or 2"15 gauge staples with 1/2"crown 8"-10"on center. Nails noted above on slab with 3/4"plywood subffoor 2. Benjamin Moore and Co. (B.M.) general contractor). or 1 5/8"long, and complying with ASTM C1002. 5. Edge: Square. Iuse 1-1/2"barbed fastener or staple. 3, Pittsburgh Paints(P.P.G.) 1.2 SUBMITTALS:Submit the following in compliance with Divisions 0 and 5. Joint Treatment: 6. Surface Color.White. 4. Sherwin Williams(S.W.) 1: Project Address a. Tape:Alkali-resistant fiberglass mesh tape intended for use with cement 7. Surface Finish: Non-directional fissured. 7. FINISHING FLOOR 2.2 PAiNT PRODUCTS: Provide paint systems and products as scheduled or as otherwise A. Product data including installation instructions. board. approved by Architect. D X L #9 3 5 3 EXECUTION Contractor is to review and provide finish on specified reclaimed remilled antique flooring. A. INTERIOR WOOD AND PLYWOOD-PAINTED(Satin Alkyd System) 2 MATERIALS 6. Bonding Materials: Review and finish as per TECHNICAL INFORMATION SHEET as provided by flooring suppli i WASHINGTON SQUARE TOO - a. Mortar: Dry-set partland cement mortar in accordance with ANSI 3.1 EXAMINATION: Coat 1: Moore's Pigmented Sanding Sealer 2.1 METAL STORAGE SHELVING SYSTEM: Install standard duty, open 0218 SW WASHINGTON A118.1. END OF SECTION b. Mortar: Latex-portland cement mortar in accordance with ANSI A118.4. A. Verify that layout of hangers will not Interfere with other work. Coat 2: Moore's Satin Impervo Enamel upright shelving assemblies and rolling shelving assemblies as supplied C. Adhesive: Organic adhesive in accordance with ANSI A136.1, Type 1. B. Verify that site conditions are ready to receive work. Coat 3: Same as coat 2. by tenant. on means acceptance e conSQUARE ROAD C. Beginning of Installation of sitditions. Section 09650 A. Module Size: 15"or 18"deep, 96", 108"or 120"high, 3 EXECUTION 3.2 INSTALLATION: RESILIENT FLOORING AND BASE Note: Sand between every coat with successively finer sand paper ending with 320 approximately 36"long sections. 8, 9,or 10 shelves per section. T I ti.7 A R D O R A. Install system in accordance with manufacturer's instructions and as supplemented in grit. Spray paint door#2 to match approved sample. (Verify sizes and number of shelves per section on Fixture Plan). 3.1 DUROCK "DECORATIVE WALL PANELS" this section. B. Entire Systems Required: Install a complete shelving system B. Han system independent of walls, columns, ducts, pipes and conduit. 1 GENERAL B. INTERIOR DRYWALL AND VENEER PLASTER Flat Latex System) including uprights, cross brace units, shelves, brackets,fittings, 97223 A. DUROCK Cement Board in this instance IS NOT used as it is manufactured to function g Y � ( Y ) gg as a substrate for tile application. In this Instance it is being used as a visible element C. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the fasteners, leveling feet, tracks, wall anchors, seismic anchors(as A. Resilient flooring. . to the sales area. For that reason conscientious selection must be used with the nearest affected hangers to span the extra distance. 1.1 DESCRIPTION OF WORK: This section includes,without limitation: Coat 1: Moore's Latex Quick Dry Prime Seal or Latex Enamel Underbody required)and all other components and accessories needed to Issue Date following criteria in mind. D. Locate system according to reflected plan. B. Resilient wall base. Coat 2: Moores� Wall Satin create a complete, fully functional assembly. 04-21 -14 • C. Resilient edge strips. E. Install edge molding at intersection of ceiling and vertical surfaces. Coat 3: Same as coat 2. C. Finish: Manufacturer's standard finish and color. a. Purchased panels, to accomplish desired appearance must be of the F. Fit acoustic units in place,free from damaged edges. 2.3 MATERIALS: Revisions D. Substrate preparation, same batch to insure color consistency. The installed panels must be of G. Fit border neatly against abutting surfaces. 1.2 RELATED WORK:Without limitation, related work includes: A. Compatibility: Provide primers, finish coat materials, and related materials that are 3 EXECUTION Date Description By a monolithic color and a"checker board"look will not be acceptable. 3.3 TOLERANCES: A. 06100-Rough Carpentry; underlayment to raise sub-floor under resilient flooring to compatible with one another and the substrates indicated under conditions of service A b. Do not used panels with damaged edges. A. Variation from Flat and Level Surface: 1/8"in 10'. and applications demonstrated by the manufacturer based on testing and field 3.1 INSTALLATION:Assemble and erect shelving in strict manufacturer's P g g 1 align and be flush with abutting stone flooring. experience. instructions and recommendations. Use all fasteners, braces,clips, C. Panels are not to be installed with visible logos, of numbers,any 1.3 SUBMITTALS:Submit the following in compliance with Divisions 0 and 1: printing whatsoever.This means that the installation of this material will END OF SECTION B. Paints: Ready mixed to greatest extent possible, good flow and brushing properties, and accessories furnished and recommended by the manufacturer. P g A. Product data. be contrary to how it is typically installed.Tapered edges may end up on B. Samples at least 12 Inches square for each type and color of flooring required. capable of drying or curing free of streaks or sags. A. Shim and level shelves at legs and feet. A the backside of the panel installed. C. Paint Accessory Materials: Linseed oil shellac, turpentine, and other materials of B. Securely anchor into adjacent walls to prevent overturning. P Section 09040 C. Samples at least 6 inches long for each type and color of base required. commercial quality, r C. Touch up damaged factory coatings. d. See elevations and details for applications and panel pattern.These WOOD FLOORING D panels are to be glued to the partition so that there is no visible 2 PRODUGTS 2.4 COLORS: Provide as indicated on Finish Schedule. attachments when complete. The general contractor is to carefully brace END OF SECTION in place these panels until the adhesive is cured. 1 GENERAL 2.1 RESILIENT FLOORING: SEE DECOR PLAN 3 EXECUTION Al • e. Handle panels with care as it is being used as a finish material. Cut as x A. 12"x 12" 1/8" Section 10805 per manufactures recommendation as edges must be square, 1.1 SUMMARY � 3.1 EXAMINATION: A. Section includes: 2.2 RESILIENT WALL BASE:See decor plan and decor specs. A. Verify that surfaces are ready to receive work as instructed by the product TOILET AND BATH ACCESSORIES END OF SECTION 1. Hardwood flooring as specified A. Height:4". manufacturer for the various types of finishes specified. - - (Z) 2. Manufactured hardwood accessories to match. B. Style: Coved base at hard floors and straight base at carpet. B. Minimum and maximum application temperatures for applying various finishes shall iM 1.2 SUBMITTALS 2.3 MISCELLANEOUS MATERIALS: Provide latex sub-floor leveling compound; concrete 1 GENERAL " comply with manufacturer recommendations. A. Submit shop drawings and product data to requirements of Section 01300. sub-floor rimers; non-flammable,waterproof adhesives; resilient edge strips with profile and C. Beginning of installation means acceptance of site conditions. Section 09300 B. Provide product data on wood flooring product glued direct to new concrete pour. colors approved by Architect; and wax and polish materials as recommended by flooring and g g P 1.1 SUMMARY: C) 3.2 PREPARATION; �__ 1.3 SAMPLES base manufacturers. A. Section Includes: TILE 0.00 A. Submit samples to requirements of Section 01300, A. Correct minor defects and deficiencies in surfaces, which affect work of this section. P q 2.4 UNDERLAYMENT: (If Required)Provide A.P.A. trademarked, interior plywood 1. Toilet and washroom accessories. B. Submit two samples 12 x 12 inch in size illustrating material and finish of specified flooring. "Underlayment with exterior glue and no voids in any layer of veneer, and with thickness to 3.3 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations for B. Related Sections: 1 GENERAL both application of paint and preparation of surfaces before painting. Provide uniform final 1. Section 06100 - Rough Carpentry: In wall framing and 2 PRODUCTS level top of resilient flooring with top of adjacent stone flooring. If required by local codes or g rP rY; 9 finishes,free from runs, color variation, and other imperfections. plates for support of accessories. W authorities having jurisdiction, provide U.L. listed and labeled fire-retardant treated P PP . 1.1 DESCRIPTION OF WORK:This section includes,without limitation: A. Remove hardware,fixtures, accessories, and other work or provide effective protection 2. Section 09300-Ceramic Tile. 2.1 ACCEPTABLE MANUFACTURERS• underlayment. A1��,r A. Ceramic and composite tile. to insure that such work is not painted or splattered. Reinstall removed items when 1.2 SUBMITTALS: As specified on decor sheet and finish schedule. 2.5 ACCESSORIES: 1. Tile Floor and Base. painting is complete. A. Submit product data to requirements of Section 01300. C. Substitutions: To requirements of Section 01300. A. Sub Haar filler whit premix latex type, as recommended by file manufacturer. P q 2. Divider Strips,Sealants, and other accessories required for a complete tile 2.2 HARDWOOD ACCESSORIES B. Apply paint with brushes or rollers, except where spray painting is indicated for doors. B. Provide product data on accessories describingsize,finish, installation system. A. Accessories trim to be as manufactured b manufacturers components cut and interlocking. B. Edge steps as detailed on drawings, or if not detailed,as required based on specific C. Apply at least the number of coats specified and apply additional coats as necessary to s�~~ y g conditions. details of function,attachment methods. 3. Anti-crack membrane. B. Components to consist of edge moldings,and trims. eliminate show-through and bleed-through, and to provide uniform final appearance 1.3 KEYING: C. Primers and adhesives, sealers, and wax: Types recommended by flooring B. Related Sections C. Thresholds were applicable,and nosing's as indicated. approved by architect. A. Supply keys for each accessory to tenant. manufacturer. PP Y Y rY N 1. 09260-Gypsum Board Assemblies Including Metal Stud And Joist Framing. D. Finish behind all removable items. Finish inside ducts and grilles when these areas B. Master key all accessories. 2. 03300-Concrete. are visible. Paint visible ductwork, diffusers, speakers, grilles and cover plates to 1.2 QUALITY ASSURANCE: 3 EXECUTION 3 EXECUTION match adjacent surfaces. Z A. Perform work in accordance with: E. Apply products to manufacturer instructions. 2 PRODUCTS 3.1 EXAMINATION 3.1 EXAMINATION: F. Paint all exposed to view surfaces. (/O*) iQ 1. T.C.A.-Tile Council of America. A. Verifylayout Is attainable with normal construction practices. "• " 2.1 ACCEPTABLE MANUFACTURERS: Y P A. Verify that surfaces are smooth and flat with maximum variation of 1/8 in 10-0 and 2. A.N.S.I.-American National Standards Institute. B. Verify that site conditions are ready to receive work. are ready to receive work. Beginning of installation means acceptance of site G. Back prime interior woodwork with primer sealer paint. A. Bobrick Washroom Equipment. �_ ^' 3. A.S.T.M. -American Society for Testingconditions. Y � and Materials. C. Beginning of installation means acceptance of site conditions. H. Protect other surfaces from paint or damage, repair damage. B. Bradley Corporation. ` �1 D. Prior to any indication of progress on wood flooring installation the General Contractor and his sub-contractor will B. Verify concrete floors are dry to a maximum moisture content of seven percent(7/o 0 ), 1. As work proceeds promptly remove paint where spilled, splashed, or splattered. C. Substitutions:To requirements of Division 1 2 PRODUCTS submit to the architect in writing that the proper cure time has been allowed for the concrete sub-floor and that the 3.4 MECHANICAL AND ELECTRICAL EQUIPMENT: 2.2 MATERIALS: L and exhibit negative alkalinity, carbonization, or dusting. 7 moisture content is at an acceptable level for a glued down installation as per the manufactures standards.This A. Remove finished louvers, grilles, covers, and access panels on mechanical and A. See schedule of accessories on drawings. 2.1 ACCEPTABLE MANUFACTURERS -TILE AND GROUT: moisture content is to be with-in 2-3 percentage points of the flooring to which it will be laid upon. C. Remove sub-floor ridges and bumps. Fill law spots, cracks,joints, holes, and other P electrical components from location and paint separately. Finish paint primed B. Sheet Steel:A.S.T.M.A366. defects with sub-floor filler. Apply primer to surfaces if required by manufacturer. A. See decor plan for the and grout specifications. 3.2 INSTALLATION equipment to match adjacent work. Z B. Provide an additional 1%of each the specified in unopened manufacturers boxes for A. Install system in accordance with manufacturer's instructions and as supplemented in this section. 3.1 PREPARATION: B. Prime and paint insulated and exposed pipes, conduit, boxes, insulated, and exposed C. Stainless Steel Sheet:A.S.T.M. A167, Type 304. future use. ducts, hangers, brackets, collars, and supports, to match / /) V , B. Flooring is to be cut with a 3600rpm high speed power saw with a Tungstun Carbon Tip-End blade. A. Install to manufacturers instructions. adjacent work except where D. Tubing: A.S.T.M.A269, stainless steel. V E. Fasteners Screws, and Bolts: Hot di galvanized, tamperproof, .Q C. Locate flooring according to decor plan. B. Check substrate and underlayment tolerances and fill holes,depressions and cracks p 9 2.2 ACCEPTABLE MANUFACTURERS-SETTING MATERIALS: items are pre-finished. D. Install Schluter edge molding at transitions of wood flooring and other materials. with latex leveling compound. security type. � ii:: Qf A. T.E.C. Incorporated. C. Paint interior surfaces of air ducts, convector and baseboard heating cabinets that are rP 3.3 TOLERANCES C. Scrape, grind, or sand down ridges and protruding irregularities to create a level F. Expansion Shields: Fiber, lead, or rubber as recommended by B. Laticrete International, Inc, A. Variation from Flat and Level Surface: 1/8"in 10 ft. visible through grilles and louvers with one coat of flat black paint, to limit of sight line. substrate in true plane. accessory manufacturer for component and substrate. • 2.3 FLOOR AND WALL TiLE SETTING MATERIALS: paint dampers, except fire-rated, exposed behind louvers, grilles convector and 2,3 FABRICATION: D. Thoroughly clean and vacuum substrates Immediately before installation of work. A. Mortar-latex-portland cement mortar per A.N.S.I.A118.4 and A.N.S.I.A108.5. The following portion of the specifications is an edited copy of selected segments of the"INSTALLING HARDWOOD baseboard cabinets to match face panels. A. Weld and rind smooth, joints of fabricated components. B. Grout-latex-portland cement grout per A.N.S.I. 118.6 for slab on grade installations FLOORING NOFMA TECHNICAL SERVICE"MANUAL.These directions and recommendations are to be considered part E. Spread only enough adhesive to permit installation of materials before initial set. Set D. Paint exposed conduit and electrical equipment occurring in finished areas. Color and g P of the contract, flooring in place, press with heavy roller to attain full adhesion. B. Form surfaces flat without distortion. Maintain flat surfaces ♦ , Q V% F. Lay flooring with joints and seams parallel to building lines to produce minimum ^ and A.N.S.I.A108.10 for wall installations. texture to match adjacent surfaces. ==-�= V without scratches or dents. C. Uncoupling membrane-6.1 Schluter-Ditra for slab an grade installations with E. Paint both sides and edges of plywood backboards for electrical equipment before C. Back paint components where contact is made with building 1.HANDLING STORAGE number of seams, unless otherwise indicated on drawings. Scribe flooring to walls, • substrate moving/cracking. installing equipment. • Hardwood flooring is a quality product made from lumber that has been kiln-dried.To maintain the moisture level,do columns, cabinets, floor outlets and other appurtenances to produce tight joints. finishes to prevent electrolysis. (JO) (0 ry 2.4 MORTAR AND MIX: 3.5 SCHEDULE- INTERIOR SURFACES: not truck or unload in the rain,snow or other excessively humid conditions.Cover it with a tarpaulin or vinyl if the 3.2 INSTALLATION: Maintain uniformity of color and pattern. Cut materials neatly around 2.4 FINISHES: A. Mix and proportion mortar and grout materials in accordance with manufacturers atmosphere is foggy or damp. A. Unless otherwise noted on the plans, use the following schedule to determine minimum A. Galvanizing:A.S.T.M.A123, to 690. Q Q fixtures and obstructions. Provide securely bonded resilient edge strips and trim wherever 9 " instructions. Store in an enclosed building that is well ventilated with weather proof windows and located in areas where other fine coats required for various materials. B. Shop Primed Ferrous Metals: Pre-treat and clean, spry apply edge of floor would otherwise be exposed. P Y PP Y N 2.5 ACCESSORIES: millwork is stored.The storage area within the building should be clean and dry.Proper drainage should be provided 1. Wood-Painted: one coat rimer and bake. A. Tile Flooring: Layout work to avoid use of less than ane-half module pieces. Adhere P A. Provide threshold reducer strips and/or metal divider strips as detailed or as required to prevent water from draining into the storage area for flooring.Leave adequate room for good air circulation around a. One coat, alkyd primer sealer. apply one coat primer and Enamel: Pre-treat to clean condition, for a complete and proper installation. stacks of flooring.Continual dry heat may dry flooring below its manufactured moisture content,which may result later flooring with full coverage of adhesive. Roll installed flooring with 150 pound roller in b. Two coats, alkyd enamel,with sheen as indicated on decor schedule. C. C in buckled floors when flooring Is delivered to the job and installed immediately without acclimation. both directions at least twice. Make uniform, continuous contact and bond between 2. Wood-Transparent:2.6 ANTI-CRACK MEMBRANE p rent: minimum two coats electrostatic baked enamel. 13:: V- A. Schluter Ditra system or similar. flooring and sub-floor. Lay flooring with grain or texture running in one direction. a. Filler coat for open grained wood only. D. Chrome/Nickel Plating:A.S.T.M. B456,Type SC 2 Satin finish. y B. Base:Adhere base to walls, columns, and to all other fixed and permanent surfaces E. Stainless Steel: No.4 satin luster finish. 2. JOB SITE CONDITIONS b. One coat stain. I mmi 3 EXECUTION and fixtures. Run base behind all movable items. Tightly bond base to walls and floor C. One coat sealer. • Check the job site before delivery.Be sure the flooring will not be exposed to high humidity or moisture.Surface surfaces with 100% coverage of adhesive. Do not leave any gaps between wall and3 EXECUTION draining should direct water away from the building. d. One coat varnish, gloss. • The building should be closed in with outside windows and doors in lace.All masonry,sheetrock and framing base and base and floor. Hand roll base over all base surfaces and make full contact 3.1 EXAMINATION: e. One coat varnish satin. g P g and excellent adhesion. 3.1 EXAMINATION: A. Verify that site conditions are ready to receive work. Beginning of installation means members etc,should be thoroughly dry before flooring is delivered to the jobsite. In warm months the building must be 3. Steel- Un-primed A. Verify that site conditions are read to receive work. 1. Outside Comers: Groove back of base and field form sharp outside comers. ty y acceptance of site conditions. well ventilated during winter months heating should be maintained near occupancy level at least five days before the a. Touch up with compatible primer. B. Beginning of installation means acceptance of site conditions. flooring is delivered and until sanding and finishing are complete. Keep base seams and joints as far from outside comers as possible and g g P 3.2 INSTALLATION-FLOORS: 9 9 g b. Two coats alkyd enamel, gloss. 3.2 PREPARATION: A. install mortar tile and grout in accordance with manufacturer instructions. Lay tie to • Because materials used to provide energy efficient structures trap moisture in residence,it may be necessary to delay never closer than 24"to comer. Scribe and fit to door frames and other 4. Steel -Primed delivery and installation of flooring to allow for the excessive moisture trapped during construction to evaporate.The interruptions. A. Provide templates and rough-in measurements as required. pattern indicated.Verify pattern is uninterrupted through openings. Cut and fit file tight a. One coat zinc chromate primer. 3.3 INSTALLATION: average moisture content of framing members and sub flooring should be below 12%-14%before delivery of the 2. Inside Comers: Cut and cope base at inside comers. Do not round inside to protrusions and vertical interruptions, form corners neatly. a b. Two coats, alkyd enamel, gloss. I mmi 0 flooring.Moisture contents above 12-14/.can cause moisture related problems. corners with one piece of base. A. Install fixtures, accessories and items in accordance with B. Install mortar, the and grout In accordance with T.C.A. Handbook Number F113 for 5. Steel -Galvanized • When job site conditions are satisfactory, have the flooring delivered and broken up into smaller lots and stored in the 3.3 UNDERLAYMENT INSTALLATION: -Comply with instructions and recommendations of manufacturer's instructions. slab on grade installations, W244 for wall installations, and F122 over waterproof rooms where it will be installed.Allow four or five days or more,for the flooring to become acclimated to job site A.P.A., Design and Construction Guide- Residential and Commercial. a. One coat zinc chromate primer, membrane. conditions. If flooringis packaged,open or remove packaging for acclimation. b. Two coats, alkyd, gloss, P g A. Install underlayment immediately before installation of finish flooring. END OF SECTION C. Provide expansion joint detail over each saw-cut or cold joint in the concrete floor. From the time flooring is delivered and until occupancy temperature and humidity should be maintained at or near o 6. Exposed concrete floors: ri. ... B. Glue and power nail to existing sub-flooring. Provide 100/o coverage of adhesive 1. .. ri Provide Schluter divider strip at each side of the joint and Install backer strip and occupancy levels.After occupancy,continue to control the environment. Extended times without HVAC controls can a. One coat, concrete sealer per manufacturers directions. �; """ ^,„.: between I ood underly ment and re ar ~~�... �e< i'.. urethane traffic sealant 1n color to match grout. promote elevated moisture conditions which can adversely affect the flooring. plywood y prepared ed sub-floor. Fasten panels with fasteners 7. Plaster, gypsum board: ..... _� :<w... D. Examine existingdemolished and cleaned flooring substrate. Install membrane over • Protect flooring from excessive heat.Flooring installed over a heating plant or un-insulated heating ducts may spaced three(3)inches on center at panel edges and six(6)inches on center each "'u ' ''"°`" g a. One coat, alkyd primer sealer. Z noticeable existing floor cracks as per manufactures instructions. G.C.to specify in developer cracks from the heat provided.Use a double layer of 15 lb or a single layer of 301b asphalt felt/building way within panels. Provide a grid of chalk guidelines to ensure proper layout and b. Two coats, alkyd enamel,with sheen as noted on decor schedule. quotation quantity in square footage included in installation number. paper,or a 1/2"standard insulation board between joists under the flooring in these areas.Over a heating plant the spacing. 3.3 CLEANING: insulation used should be non-flammable. C. Comply with A.P.A. recommendations for edge spacing at joints between 8. New Drywall: 9 9 3. JOB SITE-TESTING CONCRETE FOR EXCESSIVE MOISTURE underlayment panels and between underlayment and adjacent construction. Fill and " A. Clean the surfaces in accordance with the and rout manufacturers guidelines or if not sand joints of underlayment to create a smooth substrate suitable for installation of Ornew drywall to allow for future strippability,you should prime with a available the T.C.A. maintenance guide. pigmented acrylic primer/sealer such as Professional Ultrapdme or equivalent. - B. Provide instruction to tenant's representative in the proper care and maintenance of Tests will be conducted in several areas of the space at regulated intervals for drying verification and anticipated specified finishes. Use Koroseal Adhesive A-848-B, or other adhesive as indicated in V) 3,4 CLEANING AND CURING: Clean and remove excess and spilled adhesive from base,walls, • the flooring. scheduling of installation.The general contractor will provide to tenant and architect a copy of test results.with in two days documentation from Graphics Contractor.for nonporous difficult surfaces you of testing. and floors as the work progresses. Prohibit traffic over newly installed flooring for at least should use an adhesion promoting acrylic primer/sizer such as Professional LU END OF SECTION One or more of the following tests are to be utilized to determine moisture content of the concrete. forty-eight(48) hours or longer as recommended by flooring and adhesive manufacturers to R-35 or equivalent." A. The RUBBER MAT TEST Lay a flat,non corrugated rubber mat on the slab,place a weight on top to prevent permit adhesive to set and cure. Do not damp mop or clean floors until adhesive is set and Koroseal A-848-B is a clear strippable adhesive moisture from escaping,and allow the mat to remain for 24 hours.If the covered area shows water marks when cured. . . 0 . Section 0951 0 the mat is removed too much moisture is present.This test is worthless if the slab is other than light in color END OF SECTION SUSPENDED ACOUSTIC CEILINGS originally. END OF SECTION B. The POLYETHYLENE FILM TEST Tape a one foot square of 6 mil clear polyethylene film to the slab.,sealing all the edges with plastic moisture resistant tape.If after 24 hours,there is"no clouding"or drops of moisture on the 1 GENERAL underside of the film,the slab can be considered dry enough to install wood floors. Section 09900 I,�� C. The CALCIUM CHLORIDE TEST Place a quarter teaspoon of dry(anhydrous)Calcium Chloride crystals inside a . �_. 3"diameter putty ring on the slab.cover with a glass so that the crystals are totally sealed off form the air. If the PAINTING BRUCE M-GARLSON r 1.1 DESCRIPTION OF WORK: This section includes,without limitation: crystals dissolve with in 12 hours the slab is too wet. _� A. Section Includes: D. The PHENOLPHTHALEIN TEST PUT SEVERAL DROPS OF A 3%Phenolphthalein solution in grain alcohol at 1. Suspended metal grid ceiling system. various spots on the slab. If a red color developers in a few minutes,too much moisture is present 1 GENERAL @ No. 31 1 2 *A? 2. Acoustical panels. 4.VAPOR RETARDER 1,1 SUMMARY: � tf� 3. Compasso trim panels. Section 10440 hPINNEAP'QUS,MINNE ( ;.; 1,2 SUBMITTALS: A. Section Includes: �� �- To be absolutely certain moisture does not reach the finished floor,a proper vapor retarder must be used on top of the SIGNAGE +� A. Submit shop drawings and product data to requirements of Section 01300, 1. Surface preparation and field painting of all surfaces except factory finished or B. Provide product data on metal grid system components and acoustic units. slab.Where this is placed will depend on the type of system used.The vapor retarder should have a U.S.per rating of less otherwise pre-finished items. 1.3 SAMPLES: than 1 perm.4 mill polyethylene film has a 0.08 perm rating. 2. Provide continuous ventilation and heating facilities to maintain surface and 1 GENERAL BRUCE M. L ARCHITECT A. Submit samples to requirements of Section 01300. With 3/4"plywood used as a nailing base,vapor retarders are affixed to the slab.These systems may be either 2 member ambient temperatures above 45• Fahrenheit for 24 hours before, during and ' B. Submit two samples 12x12 inch in size illustrating material and finish of acoustic units. asphalt/building paper or a 4-6 mill polyethylene film as described below. 48 hours after application of finishes. 1.1 DESCRIPTION OF WORK: This section includes,without limitation: 1.4 REGULATORY REQUIREMENTS: A. Two membrane Asphalt Felt or Building Paper System. Prime and apply cold cut back asphalt mastic with a 1.2 DESCRIPTION OF WORK: This section includes, without limitation, painting and finishing all A. Formed Metal Sign Can. SIGNATURE A. Conform to applicable code. notched trowel at the rate of 50 square feet per gallon. Let set for two hours. Roll out 15 Ib.asphalt felt/building exposed interior and exterior surfaces within the work limits, except the following: SUPPLIED BY TENANT VENDOR AND INSTALLED BY TENANTS VENDOR. 3112 1.5 QUALITY ASSURANCE: paper lapping edges 4".butt ends.Over this apply a second similar coating of mastic and roll out a second layer of A. Finished metal surfaces and hardware unless otherwise noted. 1.2 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: REG. N0. A. Installer qualifications: Use firm with experience in installation on acoustical ceilings asphalt/building paper.Lay both layers of felt in the same direction,but stagger the overlaps to achieve a more B. Surfaces concealed from view. A. Product data. k thicness. . and which is acceptable to manufacturer or specified products. even C. Finished floors. B. Shop drawings for all signage. B. Polyethylene Method System.When slab are well above grade and the expected rainfall is light to moderate,cover Architects Job Number the entire slab with a 4-6 mill polyethylene film,overlapping edges 4-6"and allowing enough to extend under the D. Glass. C. Samples at least 6 inches square showing complete range of finishes. Stainless steel 14121,004 2 PRODUCTS baseboard on all sides. E. Pre-finished millwork. and exterior paint finishes. F. Galvanized steel sign supports. 1.3 ARTWORK: Provide copy-ready artwork, templates, and patterns for all signage and AMA n By 2.1 ACCEPTABLE MANUFACTURERS-SUSPENSION SYSTEM: 5. PLYWOOD-ON-SLAB SYSTEM 1.3 RELATED WORK:Without limitation, related work includes: graphics. Obtain Tenant Construction Manager's approval before fabricating signs. A. As specified on reflected ceiling plan. A. 06200 -Finish Carpentry Appv d By B. Substitutions:To requirements of Section 01300. This system uses 3/4"or thicker sheathing grade exterior plywood as the subfloor over the appropriate vapor retarder. B. 10440-Signage and Graphics; PRE-MANUFACTURED signs and graphics. 2 PRODUCTS . EJB . 2.2 SUSPENSION SYSTEM MATERIALS: Loose lay 3/4"plywood over entire floor. Laying plywood on the diagonal to the direction of the finish floor will help prevent 1.4 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: Sheet Title A. Grid:A.S.T.M. C635, Intermediate duty non-fire rated exposed "T"; components die cut cracks associated with panel edges. A. Product data. -Not Used and interlocking. • Stagger plywood and joints eve 4 feet b cuffing the first sheet of eve other run in half.Leave 1/4"space at all wall B. Samples to verify color selections. 1-r' B. Accessories: Stabilizer bars, clips splices, edge moldings,and hold down clips required s P „ f every y g " every P 1.5 QUALITY ASSURANCE 3 EXECUTION ARCHI 1 EGTURAL tines and 1/4 to 112 between panels.Cut plywood to fit 1/8 near and around door jambs and other obstructions c for suspended grid system. where finish trim will not be used.fasten the plywood with a power-actuated concrete nailer or hammer driven A. Applicator experience: Use adequate number of skilled applicators who are thoroughly SPECIFICATIONS C. Grid Materials: Commercial quality cold roiled steel with galvanized coating. concrete nails.Be sure to flatten out the plywood and fasten securely.Starting at the center of the panel and working trained and experienced in the specified painting system applications and with a record 3.1 INSTALLATION: Securely anchor sign brackets to withstand all dead, live, seismic, and . D. Grid Finish:White color. toward the edges use at least nine nails per panel. of successful in-service performance. other loads. Provide attachment to building structure as approved by landlord. E. Support Channels and Hangers: Galvanized Primed steel, to rigidly secure ceiling • An alternate method is to glue the 3/4"plywood over the vapor retarded systems which include the the cut-back B. Provide specified manufacturers best quality materials of the various coating types Sheet Number system with maximum deflection of 1:360. mastic.Cut the 3/4'plywood into 4'x4'squares,score the back 3/8"deep on a 12"x12"grid,and lay panels in the cut specified. END OF SECTION • 2.3 ACCEPTABLE MANUFACTURERS -ACOUSTIC UNITS: back mastic applied with a 1/4"x1/4"notched trowel.(35 sq.ft.per gallon) . A. As specified on reflected ceiling plans. A �0.5 B. Substitutions: To requirements of Division 1.1.. I . . bW1G# 0 &IRN, ARCHITECT 2014 CARPET FIBERGLASS REINFORCED PANELS PAINT WOOD VENEERS -� FRP-) P-1O WDV-) MANUFACTURE . ALCOA ARCHITECTURAL PRODUCTS - METAL SMOOTH - - FLOORING MANUFACTURE MARLiTE MANUFACTURE BENJAMIN MOORE PAINT MANUFACTURE NOT APPLICABLE REPRESENTATIVEJAMIE MUNZ, 908 757 1300 OR STAN STEJNGOMO, 770 840 6412 pp MANUFACTURE: PATCRAFT REPRESENTATIVE: 330-343-6621 REPRESENTATIVE: 888-236-6667 REPRESENTATIVE: NOT APPLICABLE STYLE: REYNOBOND COLORWELD 500 �o+i1LCEM NOTES: INSTALLATION / MAINTENANCE: REPRESENTATIVE: NOT STYLE: NOT APPLICABLE STYLE CLASSIC COLOR STYLE NOT APPLICABLE NUMBER: SAMPLE REFERENCE RB4CW5CB ICLO91002183 STYLE 'TOO CUTEhi m r � planning - interior design NUMBER: NOT APPLICABLE NUMBER: 1537 NUMBER: NOT APPLICABLE COLOR: CLASSIC BRONZE architecture INSTALL AND MAINTAIN PER MANUFACTURER AND INDUSTRY STANDARDS, NUMBER: Z6417--00798 COLOR: C11, SWAN WHITE, HIGH GLOW COLOR: RIVER GORGE GRAY COLOR: NOT APPLICABLE FINISH NOT APPLICABLE BRUCE M. CARI.SON, ARCHITECT USING MANUFACTURER RECOMMENDED MATERIALS. COLOR: TRENDSETTER FINISH NOT APPLICABLE FINISH NOT APPLICABLE FINISH NOT APPLICABLE SIZE: NOT APPLICABLE FINISH NOT APPLICABLE SIZE 4'-0' X 8'-0" SIZE NOT APPLICABLE SIZE NOT APPLICABLE THICKNESS: NOT APPLICABLE 800 WASHINGTON AVE. to SUITE 208 SIZE 24' X 24' THICKNESS: 1/8' THICKNESS: NOT APPLICABLE THICKNESS: NOT APPLICABLE LEAD TiME, NOT APPLICABLE MINNEAPOLIS, MN 55401-1148 Ti LE THICKNESS. 1/12 GUAGE LEAD TIME- NOT APPLICABLE LEAD TIME NOT APPLICABLE LEAD TiME: NOT APPLICABLE FIRE RATINGS: NOT APPLICABLE PHONE: (612) 547-1300 FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS MPU@ FIRE RATINGS: NOT APPLICABLE AREA: EX ERIOR - &B.0 CONCEPT E—MAIL* oOcmcrch.com LEAD TIME 4 TO 6 WEEKS FIRE RATINGS: cuss A - FLAME SPREAD-15, SMOKE DEVELOPMENT 140 REFER TO DRAWINGS FOR DETAILS CONTACT: ERIC BROOSTIN FIRE RATINGS: CLASS 1 AREA: MOP SINK - A.B,C CONCEPT AREA: FITTING ROOM - A.B,C CONCEPT AREA: - A,B.0 CONCEPT NOTE: CONTRACTOR TO SUBMIT SAMPLES TO TENANT'S CONSTRUCTION T_3 AREA: VESTIBULE - C CONCEPT REFER M DRAWINGS FOR DETAILS REFER M DRAWINGS FOR DETAILS REFER M DRAWINGS FOR DETAILS MANAGER FOR APPROVAL PRIORS 1NSTALLATON. INSTALL AND ENTRY/CASHWRM - C CONCEPT ACCESSORIES- 451 INSIDE CORNER NOTE: INSTALL AND MAINTAIN PER MMUFAC URER'S RECOMMENDATIONS NOM INSTAL. AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS MANAGE FOR MANUFACTURER'S RECOMMENDATIONSAUATIO . Project Address MANUFACTURE: t�tOSSVILLE CERAMICS VESTIBULE - C CONCEPT 460 OUTSIDE CORNER D/�L #9735 REPRESENTATIVE: VIRGINIA TiLE, KATHLEEN SOMERVELIy 248.467.4362P"10 FOOTWEAR - C CONCEPT 465 DIVIDERP-11 STYLE. ECOCYC LE AMERICANA SERIF REFER M DRAWINGS FOR DETAILS 470 EDGING NUMBER. AV116 NOTE: FLOORSTONE A MINIMUM OF 3 FT. FROM EDGE OF PORCELAIN TILE NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATiONS MANUFACTURE BENJAMIN MOORE PAINT (ED A`� WASHINGTON SQUARE TOO COLOR: AV116 - PLYMOUTH ROCK REFER M DRAWINGS FOR DETAILS REPRESENTATIVE: 888-236-6667 FINISH TEXTURED NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS STYLE CLASSIC COLOR MANUFACTURE LEADEN CABINET COMPANY MANUFACTURE ALCOA ARCHITECTURAL PRODUCTS - METAL. SMOOTH Q21 g SW WASHINGTON SIZE 12" X 12' 12" X 12' NUMBER: HC-21 REPRESENTATIVE: KEN LUCAS, 412-269-1113 OR (CELL) 412-491-1811 REPRESENTATIVE JAMIE MUNTZ. 908-757-1300 OR STAN STEINGOMD, 770-840-6412 THK ES& 5/16' LiNE OFFSET C_6 FRP-2 COLOR: HUNTiNGTtN+I BEIGE STYLE STRAIGHT GRAINED WALNUT STYLE. REYNOBOND COLORWELD 500 LEAD TiME, 2-3 WEEKS -3 STRAIGHT TILES FINISH NOT APPLICABLE NUMBER: NOT APPLICABLE NUMBER: SAMPLE REFERENCE R84CW5XIAc #CL091102169 SQUARE ROAD MANUFACTURE INPRO CORPORATION COLOR: ANODIC CLEAR (METALLIC SILVER) FIRE RATINGS: NOT APPLICABLE MANUFACTURE PATCRAFT SIZE NOT APPLICABLE AREA: MILEI ROOM (FLOOR/WALL) - AB CONCEPT REPRESENTATIVE: LOT APPLICABLE REPRESENTATIVE CHRISTOPHER DIBB, 800-222-5556 THICKNESS: NOT APPLICABLE COLOR: WALNUT /� p WET WALL (DRINKING FOUNTAIN) A,8 CONCEPT STYLE TWENTY TWO STYLE: ELEMENTS LEAD TIME NOT APPLICABLE FINISH NOT APPLICABLE FINISH NOT APPLICABLE T i G A�R D, OR REFER TO DRAWINGS FOR DETAILS NUMBER: 5EO07 SIZE NOT APPLICABLE SIZE. NOT APPLICABLE --.-'------ .-"-....�_. NUMBER: 26419-00111 FIRE RATINGS: SAME AS SUBSTRATE ro WHICH PAINT IS APPLIED 97223 COLOR: COLOR GOES BY NUMBER AREA: FITTING ROOM - A.B.0 CONCEPT THICKNESS: NOT APPLICABLE THICKNESS: NOT APPLICABLE SETTING MATERIAL.- USE A MEDIUM MORTAR B@ SUITABLE FOR EXTERIOR APPLICATIONS COLOR: FLAXEN FINISH NOT APPLICABLE LEAD TIME- NOT APPLICABLE LEAD TIME- NOT APPLICABLE FINISH NOT AP� REFER TO DRAWINGS FOR DETAILS FIRE RATINGS: NOT APPLICABLE REFER TO MANUFACTURE RECOMMENDATIONS SIZE 4`-0' X 8'-C?' FIRE RATINGS: FIXTURE CONTRACTOR TO SUPPLY SIZE 24' X 24' NOTE INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS AREA: EXTERIOR - &B.0 CONCEPT NOTE: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS THICKNESS: 1/16" (IMM) ARIA: FIXTURES CASUAL - &B.0 CONCEPT Issue Date THICKNESS: 1/12 GUAGE LEAD TIME- NOT APPLICABLE REFER M DRAWINGS FOR DETAILS REFER M DRAWINGS FOR DETAILS 04-21 -14 LEAD TIME 4 M 6 WEEKS FIRESUBMITTAL APPROVED 04-05-2010 NOTE COQ M SUBMIT SAMPLES M TENANT'S CONSTRUCTION FIRE RATINGS: CLASS 1 ARE RATINGS; CLASS A P-12 NOTE: USE A SAMPLE OF THiS AS A REFERENCE M MAKE (WS-1) MANAGER FOR APPROVAL PRIOR M INSTALLATION. INSTALL AIW Revisions VINYL COMPOSITION TILE, ` W ELFT Roots - CONCEPT AREA: ACTIVE - c ��� MANUFACTURE BENJAMIN MOORS PAINT NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS Date Description By WET WALL - C CONCEPT REFER M DRAWINGS FOR DETAILS REPRESENTATIVE: 888-236-6667 ACCESSORIES- 409 INSIDE CORNER NOTE: FLOORSTONE A MINIMUM OF 3 FT. FROM EDGE OF PORCELAIN TILE REFER DRAWINGS FOR DETAILS STYLE. CLASSIC COLOR Q VCT-) RIPER M DRAWINGS FOR DETAILS 11248 OUTSIDE CORNER NUMBER: HC-20 NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDA11ONS 408 DIVIDER COLOR: WOODSTOCK MANUFACTURE MANNINGTON COMMERCIAL MANUFACTURE EXTERIOR GRADE PAINT REPRESENTATIVE LINDSAY SAIMMQNS, 313-267-9704 407 TOP CAP FINISH NOT APPLICABLE WAV-3 Q STYLE: LINDSAY C—T NOTE INSTALL AND MAINTAIN PER MAWUFACTUITER'S RECOMMENDA7ONS SIZE NOT APPLICABLE REPRESENTATIVE: NOT APPLICABLE NUMBER: 112 THICKNESS: NOT APPLICABLE MANUFACTURE: LEIDEN CABINET COMPANY STYLE M MATCH PANTONE COLOR MANUFACTURE PATCRAFT LEAD TiME NOT APPLICABLE REPRESENTATIVE: KEN LUCAS, 412-269-1113 OR (CELL) 412-491-1811 NUMBER: 5767C COLOR: PEWTER REPRESENTATIVE: MARTIN BLAGDURN. CELL 586-918-3788 FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT iS APPLIED STYLE RIFT CUT WHITE OAK (WHEAT COLOR SORTED) COLOR: MOSS GREEN Q FINISH NOT APPLICABLE STYLE: HUE AREA: FITTING ROOM - A,B,C CONCEPT NUMBER: NOT APPLICABLE FINISH EXTERIOR GRAM FOR METAL SIZE 12' X 12' NUMBER: 10296-00700 FAUX BEAM - A,B,C CONCEPT COLOR: CHEERY SIZE NOT APPLICABLE D THICKNESS: 1/8' COLOR: CONCRETE MANUFACTURE INPRO CORPORATION REFER M DRAWINGS FOR DETAILS FINISH NOT APPLICABLE THICKNESS: NOT APPLICABLE LEAD TIME NOT APPLICABLE FINISH NOT APPLICABLE REPRESENTATIVE: CHRISTOPHER DIBB, 800-222-5556 NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS SIZE NOT APPLICABLE LEAD TiME NOT APPLICABLE FIRE RATINGS: MEETS ASTM F-1066 CUSS 2 SIZE. 24' X 24' SME: SHIPROCK THICKNESS: NOT APPLICABLE FIRE RATINGS: FIXTURE CONTRACTOR M SUPPLY AREA: TOILET ROOM - C CONCEPT THICKNESS: 1/12 GUAGE NUMBER: 0280 _1LEAD TIME; NOT APPLICABLE AREA: EXTERIOR AWNING/PANEL - A.B,C CONCEPT CD Q STOCKROOM - A.B,C CONCEPT COLOR: COLOR GOES BY NUMBER LEAD TiME 4 TO 6 WEEKS FIRE RATINGS: FIXTURE CONTRACTOR TO SUPPLY REFER TO DRAWINGS FOR DETAILS RECEIVING - ABC CONCEPT FIRE RATINGS: CUSS 1 FINISH NOT APPLICABLE MANUFACTURE BENJAMIN MOOSE PAINT AREA: BENCHES FITTING ROOM - A.B,C CONCEPT NOTE:: CONTRACTOR M SUBMIT SAMPLES M TENANT'S CONSTRUCTION BREAK AREA - A.B.C. CONCEPT AREA: STUDIO - C CONCEPT BZE: 4W X 8'-OR REPRESENTATIVE: 888-236-6667 REFER M DRAWINGS FOR DETAILS MANAGER FOR APPROVAL. PRIOR M INSTALLATION. INSTALL AND OFFICE - ABC CONCEPT REFER M DRAWINGS FOR DETAILS THICKNESS: 1/16" (1 MM) SME. CLASSIC COLOR SUBMITTAL- 04-30-2010 MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS Q TAILOR SHOP - A,B,C CONCEPT NOTE FLOORSTONE A MINIMUM OF 3 FI: FROM EDGE OF PORCELAIN TiLE LEAD TIME: NOT APPLICABLE NUMBER: 1536 NOTE: USE A SAMPLE OF THIS AS A REFERENCE M MAKE (WS-2) �"""� CLOSET - A.B.0 CONCEPT REFER M DRAWINGS FOR DETAILS FIRE RATINGS: CLASS A COLOR: NORTHERN CLIFF'S NOTE INSTAL_ AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS REFER M DRAWINGS FOR DETAILS NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS AREA' TOILET ROOM (WALLS) 4'-0' H - C CONCEPT NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS FINISH NOT APPLICABLE A-10 REFER TO DRAWINGS FOR DETAILS SIZE NOT APPLICABLE ,, n ACCESSORIES: 409 INSIDE CORNER THICKNESS: NOT APPLICABLE MANUFAU:TIJRE EXTERIOR GRADE PAINT �� W C-$ 11248 OUTSIDE CORNER LEAD TIME NOT APPLICABLE REPRESENTATIVE: NOT APPLICABLE MANUFACTURE CONSTANTINE 408 DIVIDER FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS APPLIED MELAMINE sem: M MATCH PMMNE COLOR VINYL FLOORING REPRESENTATIVE: KEN LE LEK. CELL 248-320-6728407 TOP CAP AREA FITTING ROOM - A.B.0 CONCEPT NUMBER: 5405C Q STYLE: NEW TiLE (INSTALL MONOLIMIC) NOTE: INSTALL. AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS REFER M DRAWINGS FOR DETAILS COLOR: DARK GRAY/BLUE NUMBER: C390c96 NOTE: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS MEL-1 FINISH EXTERIOR GRADE FOR METAL SIZE NOT APPLICABLE MANUFACTURE: TAFlSA COLOR: PEACHTREE & PIEDMONT THICKNESS. NOT APPLICABLE CY MANUFACTURE MAT'S INC FINISH NOT APPLICABLE P— 4 REPRESENTATIVE: CAROL LESPLRANCE, 514-239-1317, WWW.TAFISA.CA LEAD TiME: NOT APPLICABLE REPRESENTATIVE- NOT APPLICABLE SIZE. 24' X 24' STYLE: NOT APPLICABLE FIRE RATINGS: FIXTURE CONTRACTOR M SUPPLY STYLE FLOOIRWORKs TiLE - CONCRETE COLLECTION THICKNESS: 0.350" MANUFACTURE: SHERWIN WILLIAMS PAINT NUMBER: L666R AREA: EXTERIOR AWNING/PANEL - A,B,C CONCEPT NUMBER: 7311 LEAD TIME 5 TO 6 WEEKS PAINT REPRESENTATIVE: 800-321-8194 COLOR: VERY CHIC (WENGE COLOR) REFER M DRAWINGS FOR DETAILS COLOR: ASPHALT It X 24' FRE RATINGS: CLASS 1 SME: NOT APPLICABLE FINISH URBANGI NOT APPLICABLE FINISH NOT OFFSET AIRFA: CLUB - A CONCEPT NUMBER: SW 7048 NOTE: CONTRACTOR TO SUBMIT SAMPLES TO TENANTS CONSTRUCTION Z SIZE: NOT APPLICABLE 0 NOTES: APPLICATION / INSTALLATION COLOR: URBANE BRONZE MANAGER FOR APPROVAL. PRIOR M INSTALLATION. INSTALL AND SIZE- J 1Y X 24" � ) ALTERNATING TILES REFER TO DRAWINGS FOR DETAILS THICKNESS: NOT APPLICABLE MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS THICKNESS: 1/8' NOTE FLOORSTONE A MINIMUM OF 3 FT. FROM EDGE OF PORCELAIN TILE FINISH SEMI-GLASS LEAD TIME- FIXTURE CONTRACT M PROVIDE WALI& LO SHEEN EGGSHELL LATEX SIZE NOT APPLICABLE FIRE RATINGS: FIXTURE CONTRACT M SUPPLY LEAD TIME NOT APPLICABLE REFER M DRAWING'S FOR DETAILS DOORS & TRIM: SEMI-GLOSS ALKYD THICKNESS: NOT APPLICABLE AREA FIXTURES - AB,C CONCEPT FIRE RATINGS: MEETS ASTM E648, CLASS 1 NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS CEILING: FLAT LATEX LEAD TiME NOT APPLICABLE AREA: STUDIO - AB CONCEPT SLATWA L: LO SHEEN EGGSHELL ALKYD REFER TO DRAWINGS FOR DETAILS REFER M DRAWINGS FOR DETAILS C_� GRATINGS: SAME CONCEPT NOTE:TO WHICH PAINT IS APPLIED NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS NOTE INSTALL AND MAINTAIN PER MANUFJUCTUREWS RECOMMENDATIONS INSTALLATION: GYPSUM BOARD TO RECEIVE LATEX PAINT TO BE PRIMED WITH ONE REFER TO DRAWINGS FOR DETAILS MANUFACTURE LEES CARPET CONN OF VINYL PLASTIC SEALER PRIOR M RECEIVING TWO COATS OF RECLINE AL REPRESENTATIVE: MIKE BARRY, CELL 248-515-8212 NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS MEL-2 STYLE MENSNEAR COLLECTION - SHIRT (INSTALLED IN MONOLITHIC STRIPED PAINT WOOD TRIM AND SLATWALL TO KYD OR ENAMEL MANUFACTURE TA PAINT M BE PRIMEDWITH ONE COAT OF ENAMEL. UNDERCOAT PRIOR REPRESENTATIVE: CAROL LESPERANCE. 514-239-1317, WWW TAFiSACA ACOUSTICAL CEILING TILE PATTERN.) p.._.._ M RECEIVING TWO COATS OF PAINT PAINT ALL WIRES, RETURN AIR P`�7 STYLE: NOT APPLICABLE CARPET NUMBER: SHIRT G)COLOR: 204 WAISTBAND AREAS. GRILLES, AND SUPPLY AIR GRILLES TO MATCH ADJACENT CEILING MANUFACTURE SHERWIN WILLIAMS PAINT NUMBER: L466R AGT-1AO 1200.0 FINISH NOT APPLICABLE REPRESENTATIVE 800-321-8194 COLOR: NATURAL ZEBRANO C_ SIZE: 24' X 24' STYLE NOT APPLICABLE FINISH URBANiA MANUFACTURE USG INTERIORS, LLC 0 THICKNESS: 5/64" P-� NUMBER: SW 7048 SiZE. NOT APPLICABLE REPRESENTATIVE: TECHNICAL. SERVICES, 800-USG-4YOU (800-874-4968) MANUFACTURE BOLYU LEAD TIME 4 M 6 WEEKSCOLOR: URBANE BRONZE THICKNESS: NOT APPLICABLE STYLE SHEETROCK LAY-IN CEILING PANEL CLIMAIPLUS, VINYL REPRESENTATIVE LOU GIVNEETTI, 810-813-4753 FIRE RATINGS: CLASS 1 MANUFACTURE BENJAMIN MOORE PAINT FINISH SATIN/EGGSHELL LEAD TiME FIXTURE CONTRACT TT) PRO1tiDE NUMBER: 3270 GRID PROFILE OPTION 'A' .% STYLE DHURRIE AREA; CASUAL. DRESS - A CONCEPT REPRESENTATIVE: 888-236-6667 FIRE RATINGS: FIXTURE CONTRACT M SUPPLY SIZE NOT APPLICABLE COLOR: WHITE NUMBER: DHR79 REFER TO DRAWINGS FOR DETAILS STYLE: COLOR PREVIEW THICKNESS: NOT APPLICABLE AREA DOOR AND FRAME FITTING ROOM - A,B,C CONCEPT FINISH NOT APPLICABLE COLOR: IRON OXIDE NOTE: REFIERTONE A MINIMUM OF 3 FT. FROM EDGE OF PORCELAIN TILE NUMBER: OC-42 LEAD TIME- NOT APPLICABLE FIXTURES FITTING ROOM - A,B.0 CONCEPT SIZE: 2'-0' X 4`-O' FINISH N/A REFER TO DRAWINGS FOR DETAILS �-�: OLD PRAIRIE FIRE RATINGS: SAME AS SUBSTRATE TO WHICH PAINT IS APPLIED REFER TO DRAWINGS FOR DETAILS � THICKNESS: 1/2v �J G �� SIZE 12' ROLL NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS FINISH NOT APPLICABLE AREA: - A,B,C CONCEPT NOTE INSTALL AND MOUNTAIN PER MANUFACTURERS RECOMMENDATIONS LEAD TIME- NOT APPLICABLE THICKNESS: 1/8 GUAGE SIZE NOT APPLICABLE REFER M DRAWINGS FOR DETAILS f FIRE RATINGS: REFER M MANUFACTURER - CLASS A C ) LEAD NESTIMES 1/8 LEERS EM-1 THICKNESS: NOT APPLICABLE NOTE: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS AREA STOCKROOM - ABC CONCEPT FIRE RATINGS: CLASS 1 LEAD TIME NOT APPLICABLE NOTE: REVISED 10-28-10 RECEIVING - A,B,C CONCEPT CD MANUFACTURE MATS INC. FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS APPLIED LAMINATES BREAK ROOM - AB,C. CONCEPT AREA: CLUB - A CONCEPT CELL 586-918-3788 AREA: - A.B,C CONCEPT � REFER TO DRAWINGS FOR DETAILS REPRESENTATIVE- CHRIS POWERS, OFFICE - &B.0 CONCEPT NOTE SEAM SEAL ALL EDGES, DETAILS A MINIMUM OF 3 FT. FROM SMIL. NOT APPS � M DRAWINGS FOR DETAILS P-24 TAILOR SHOP - A,B,C CONCEPT t_ EDGE OF PORCELAIN TILE NUMBER: NOT APPLICABLE NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS MANUFACTURE BENJAMIN MOORE PAINT L-1 REFER M DRAWINGS FOR DETAILS REFER M DRAWINGS FOR DETAILS COLOR: SABLE BROWN REPRESENTATIVE 888-236-6667 NOTE INSTAL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS FINISH NOT APPLICABLE STYLE: COLOR PREVIEW MANUFACTURE WILSONART SIZE VARIES, WHEN NO VESTIBULE MAT M BE 6!-OV X 8-'O"L MIN. NUMBER: 2124-10 REPRESENTATIVE: HEATHER SABINO, 734-673-3003 ACT-2 THICKNESS: 7/16' P_2 STYLE NOT APPLICABLE COLOR: WROUGHT IRON C_2 LEAD TIME 4 M 6 WEEKS MANUFACTURE BENJAMIN MOORE PAINT FINISH NOT APPLICABLE NUMBER: 4879-38 MANUFACTURE USG INTERIORS, LLC FIRE RATINGS: REFER M MANUFACTURE REPRESENTATIVE 888-236-6667 SIZE NOT APPLICABLE COLOR: STEEL MESH R>PRESENTATIVE: TECHNICAL Ste, 80D-USG-4YOU (800-874-4968) MANUFACTURE J & J. INMSON AREA: ENTRANC MAT - &B.0 CONCEPT STYLE: CLASSIC COLOR THICKNESS: NOT APPLICABLE FINISH NOT APPLICABLE STYLE: OLYMPIA MICRO CUMAPLUS ILLUSION TWO/24 PANELS REPRESENTATIVE COMMERCIAL SOLUTIONS, CHRIS POWERS, 586-215-6253 REFER M DRAWINGS FOR DETAILS NUMBER: 1529 LEAD TiME NOT APPLICABLE SIZE NOT APPLICABLE NUMBER: 4742 GRID PROFILE OPTION "D" STYLE: REVIBE MODULAR (STYLE 7931) NOTE: INSERT M BE GLUED DOWN WITH SCHULTER TRANSITION WHEN COLOR: STINGRAY FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS APPLIED THICKNESS: NOT APPLICABLE COLOR: WHITE NUMBER: 399 EDGY ABUTTING TILE FINISH NOT APPLICABLE AREA ESSENTIALS- AB,C CONCEPT LEAD TiME 4-6 WEEKS FINISH NOT APPLICABLE COLOR: 399 EDGY NOTE: INSERT M BE GLUED DOWN WITHOUT SCHULTER TRANSITION WHEN SIZE NOT APPLICABLE REFER M DRAWINGS FOR DETAILS FIRE RATINGS: FIXTURE CONTRACTOR M SUPPLY SIZE 2'-0' X 4'-O' FINISH NOT APPLICABLE ABUTTING CARPET THICKNESS: NOT APPLICABLE NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS AREA: BACK OF HOUSE - A.B,C CONCEPT THICKNESS: 3/4' SIZE 24' X 24' NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS LEAD TIME NOT APPLICABLE REFER M DRAWINGS FOR DETAILS LEAD TIME, NOT APPLICABLE H NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS THK�(NFSS: 1/10 GUAGE FIRE RATINGS: SAME AS SUBSTRATE TO WHICH PAiNT IS APPLIED FIRE RATINGS: REFER TO MANUFACTURER - CLASS A LEAD TiME 6 WEEKS EM—Z AREA: - ABC CONCEPT AREA: ACTIVE - A,B,C CONCEPT FIRE RATINGS: CLASS i RIFER TO DRAWINGS FOR DETAILS WOOD STUDIO - A.B.0 CONCEPT ""'"'"":.."" MANUFACTURE MATS INC. _ »+" ' ._. AREA: CASUAL DRESS - A CONCEPT NOTE. INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS 9:e Ux REFER TO DRAWINGS Ftrit DETAILS fI�'R�lVTATIVE: CHRIS POWERS, CELL 586-918-3788 FOOTWEAR -�A,B. CONCEPT `"':.° ��.,�. C CONCEPT `":;:" IC� NOTE TiLES M BE INSTALLED IN MONOLITHIC STRIPE PATTERN STYLE NOT APPLICABLE wC-NUMBER: NOT APPLICABLE ARCHITECTURAL. LOUNGE - ABC CONCEPT COLOR: SABLE BROWN MANUFACTURE PLYBOQREFER M DRAWINGS FDR DETAILSCASUAL DRESS - A.B C CONCEPT ' NOiE: FLOORSTONE A MINIMUM OF 3 FT. FROM EDGE OF PORCELAIN TiLE FINISH NOT APPLICABLE P-3 REPRESENTATIVE: SABRINA MANSOUR, 586-980-2413 A-) FITTING ROOM A.B.C. CONCEPT REFER M DRAWINGS FOR DETAILS CORRIDOR NEAR TOILET ROOMS - ABC CONCEPT FM SIZE 6'-0'W X 8 '0'L TVP. MANUFACTURE:: BENJAMIN MOORS PAINT STYLE NEOPOLITAN PLYWOOD - ARCHITECTURAL PLYWOOD 100X BAMBOO NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS NUMBER: BASED ON SIZE NEEDED MANUFACTURE USG REFER M DRAWINGS FOR DETAILS THICKNESS: 7/16 REPRESENTATIVE 888-236-6667 STYLE: DURAROCK NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS LEAD TIME 4 M 6 WEEKS STYLE: CLASSIC COLOR COLOR: NOT APPLICABLE NUMBER: NOT APPLICABLE C_3 FIRE RATINGS: REFER M MANUFACTURE NUMBER: HC-108 FINISH UNFINISHED COLOR: GRAY CEMENT AREA: ENTRANC MAT - A,B,C CONCEPT COLOR: SANDY HOOK GRAY SIZE 3/4' X 30' X 72' AND 3/4" X 48' X 72" FINISH NOT APPLICABLE MANUFACTURE PATCRAFT REFER M DRAWINGS FOR DETAILS FINISH NOT APPLICABLE THICKNESS: 3/4' 3-PLY CROSS CORE SiZE. 36' X 60" REPRESENTATIVE MARTIN BLAGDURN, CELL 586-918-3788 NOTE: LAY DOWN ENTRY MAT OVER EXISTING FINISH FLOORING SIZE. NOT APPLICABLE LEAD TIME 6-8 WEEKS THICKNESS: 1 2" STYLE MOHAIR NOTE BLACK RUBBER NOSING ALL EDGES THICKNESS: NOT APPLICABLE FIRE RATINGS: FIXTURE CONTRACTOR M SUPPLY / NUMBER: Z6454-00765 NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS LEAD TIME NOT APPLICABLE AREA: CASHWRAP - ABC CONCEPT LEAD TiME TBD COLOR: LUSCIOUS CHOCOLATE FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS APPLIED REFER M DRAWINGS FOR DETAILS FIRE RATINGS: NOT APPLICABLE gl) A FINISH NOT APPLICABLE CC--:3 LIN X 24' AREA; - A.B,C CONCEPT NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS AREA: WEU. STUDIO - A.B,C CONCEPT SIZE 24' X 24" UNE OFFSET REFER M DRAWINGS FOR DETAILS RIFER TO DRAWINGS FOR DETAILS f STRAIGHT TIS NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS NOTE: CONTRACTOR M SUBMIT SAMPLES M TENANTS CONSTRUCTIONTHICKNESS. 41 GAUGE VINYL WALL BASE (�(� MANAGER FOR APPROVAL PRIOR M INSTALLATION. INSTALL AND LEAD TiME WEEKS WOOD STAIN. MAINTAIN PER MANUFACTURERS RECOMMENDA11ONS ^� BRUCE R CARLSON t .� FIRE RATINGS: CLASS 1 AREA: CLEARANCE - A.B.0 CONCEPT LOUNGE - A.B.0 CONCEPT MANUFACTURE JOHNSONiTE A-2 No. 3112 FIELD (SALES AREA) - B.0 CONCEPT REPRESENTATIVE: BISHOP DISTRIBUTiNG, JIM HAGOOD, 734-260-2177 MANUFACTURE BENJAMIN MOORE PAINT MANUFACTURE NOT APPLICABLEMINNEA OU$ MINNESOTI FITTING ROOM - C CONCEPT STYLE: VINYL COVE BASE (CB) REPRESENTATIVE: 888-236-6667 REPRESENTATIVE NOT APPLICABLE MANUFACTURE POLYGAL L/3 REFER TO DRAWINGS FOR DETAILS NUMBER: 38 STYLE CLASSIC COLOR STYLE DISTRESSED RIFF CUT WHITE OAOAKSTAINED TO MATCH (WDY-2) REPRESENTATIVE: 800-537-0095STYLE: POLYCARBONATE SHEET NOTE TELES M BE INSTALLED IN MONOLITHIC PATTERN COi Ott PEYYtER NUMBER 1553 NOTE ROORSTONE A MINIMUM OF 3 FT. FROM EDGE OF PORCELAIN TiLE FINISH NOT APPLICABLE COLOR: EMOTRI N GRAY NUMBER: NOT APPS. NUMBER: NOT APPLICABLE COLOR- �3 COLOR: DARK WALNUT' TONE COLOR: CLEAR LT. 79X REFER M DRAWINGS FOR DETAILS SIZE: 4' H FINISH NOT APPLICABLE FINISH MATCH LEIDEN STRAIGHT GRAINED WALNUT SAMPLE FIXTURES, ( ) NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS THICKNESS. NOT APPLICABLE SIZE NOT APPLICABLE DENIM BAR FINISH NOT APPLICABLE BRUCE M C RLS(N, ARCHITECT LEAD TiME NOT APPLICABLE THKCMESS: NOT APPLICABLE SIZE NOT APPLICABLE SIZE: REFER M DRAWING FOR DETAILS FIRE RATINGS' MEETS ASTM F-1861 LEAD TiME NOT APPLICABLE THICKNESS: NOT APPLICABLE THICKNESS: 10 MM _...-- AREA: STOCKROOM - ABC CONCEPT FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS APPLIED LEAD TiME NOT APPLICABLE LEAD TiME NOT APPLICABLE C-4 RECEIVING - ABC CONCEPT AREA - ABC CONCEPT FIRE RATINGS: SAME AS SUBSTRATE M WHICH STAIN IS APPLIED FIRE RATINGS: FIXTURE CONTRACTOR M SUPPLY IGNATURE BREAK AREA - &B.C. CONCEPT REFER M DRAWINGS FOR DETAILS AREA: - ABC CONCEPT AREA: BACK WALL CASMNRAP - A.B,C CONCEPT 3112 MANUFACTURE PATCRAFT OFFICE - AB,C CONCEPT NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONSREFER TO DRAWINGS FOR DETAILS REFER M DRAWINGS FOR DETAILS REPRESENTATIVE NOTE USE A SAMPLE OF (WDV-2) TO MATCH THE COLOR/FINISH MARTIN BLAGOURN. CELL 586-918-3788 TAILOR SHOP - A.B.0 CONCEPT VELVET INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS REG. N0. Sm - CLOSET, - &B.0 CONCEPT NOTE CONTRACTOR M SUBMIT SAMPLES M TENANT'S CONSTRUCTION Architect's Job Number NUMBER: 26451-00111 REFER TO DRAWINGS FOR DETAILS � MANAGER FOR APPROVAL � A-3 14121.004 COLOR: GLISTENING STONE HATCH: MSI31 NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS P`� NOTE: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS FINISH NOT APPLICABLE SCALE; 50,00 MANUFACTURE EXTERIOR GRADE PAINT Drawn By .......... ......_ . MANUFACTURE SHERWIN WILLIAMS PAINT SIZE. 24" X 24" ..-. .- _. 24 X 24 REPRESENTATIVE NOT APPLICABLE AMA THICKNESS: 1/12 GAUGE UNE OFFSET VWB-3 REPRESENTATIVE N�MPLI8GU3LE �-2 STYLE TO MATCH BENJAMIN MOORS PAINT (P-2) A v'd B LEAD TIME- 4-6 WEEKS STRAIGHT TILES MANUFACTURE JOHNSONITE EJBp y FIRE RATINGS: CLASS 1 - - REPRESENTATIVE: BISHOP DISTRIBUTING, JIM HAGOOD, 734-260-2177 NUMBER SW 0048 MANUFACTURE NOT APPLICABLE NUMBER: 1529 AREA CLUB - B.0 COLOR: BUNGIEHOUSE BLUE REPRESENTATIVE: NOT APPLICABLE COLOR: CLEAR (LT. 79X) B,C CONCEPT SME. TRADITIONAL WALL L BASE, TOELESS FINISH NOT APPLICABLE STYLE: RIFT CUT WHITE OAK (WHEAT COLOR SORTED) FINISH EXTERIOR GRADE FOR MASONRY AND METAL BLUENESS DRESS - NUMBER: 29 SIZE NOT APPLICABLE STAINED TO MATCH (LDV-3) SIZE NOT APPLICABLE Sheet Title CASUAL DRESS B,C CONCEPT COLOR: MOON ROCK (CHARCOAL GRED THICKNESS: NOT APPLICABLE NUMBER: NOT APPLICABLE THICKNESS: NOT APPLICABLE REFER TO DRAWINGS FOR DETAILS STRIPES 4'-0' APART IN DRESS AREA FINISH NOT APPLICABLE LEAD TIES: NOT APPLICABLE COLOR: CHERRY LEAD TIME NOT APPLICABLE FINISH/MATERIAL NE NOTE REFER NOTE F STALL 1R A MINIMUM OF 3 Ff. FROM EDGE OF PORCELAIN TILE SIZE: 4 H MOM FIRE RATINGS: SAME AS SUBSTRATE M WHICH PAINT IS APPLIED FINISH MATCH (WOV-3) FIRE RATINGS: FIXTURE CONTRACTOR M SUPPLY REFER M DRAWINGS FOR DETAILS THICKNESS: NOT APPLICABLE AREA - &B.0 CONCEPT SIZE NOT APPLICABLE AREA: EXTERIOR EXISTING MASONRY AND METAL - A,B,C CONCEPT SPECIFICATIONS NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS FIRE TIME NOT APPLICABLE REFER M DRAWINGS FOR DETAILS THICKNESS: NOT APPLICABLE REFER M DRAWINGS FOR DETAILS FIRE RATINGS: REFER M MANUFACTURER NOTE: INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS LEAD TIME NOT APPLICABLE NOTE: CONTRACTOR M SUBMIT SAMPLES M TENANT'S CONSTRUCTION Sheet Number AREA: ACTIVE - B.0 CONCEPT FIRE RATINGS: SAME AS SUBSTRATE M WHICH STAIN IS APPLIED MANAGER FOR APPROVAL PRIOR M INSTALLATION. INSTAL. AND STUDIO - B,C CONCEPT AREA DOOR AND FRAME FITTING ROOM - A,B,C CONCEPT MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS FOOTWEAR - C, CONCEPT REFER M DRAWINGS FOR DETAILS CLEARANCE - A.B.0 CONCEPT NOTE USE A SAMPLE OF (WOV-3) M MATCH THE COLOR/FiNISH � LOUNGE - A.B,C CONCEPT NOTE CONTRACTOR M SUBMIT SAMPLES M TENANTS CONSTRUCTION A0.6 CASUAL DRESS - B,C CONCEPT CORRIDOR NEAR TOILED ROOMS - B,C CONCEPT MANAGER FOR APPROVAL. REFER TO DRAWINGS FOR DETAILS NOTE: INSTALL AND MAINTAIN PER MANUFACTURWS RECOMMENDATIONS bW1GI* 0 Gift ARCHITECT 2014 NOTE INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS DOOR SCHEDULE DOOR M. HARDWARE , � I`ol-IV�✓E M NUMBER SIZE FINISH TYPE MATERIAL. 6 FRAME DETAIL GROUP I € ` �i M. ` ' CAF�LSON KAWNEER 350 SWIM DOOR MON STILE. 3-1/2' VERTICAL FACE architecture planning interiordesign PR OF ENTRY/EXIT (BY LL) CLASSIC BRONZE DIMENSION. 1-3/4 DEPTH HIGH TRAFFIC APPLICATIONS WITH 1 TEMP. 100 3'-0' x 8'-0" x 1-3/4' BRONX• A ALUM & GLASS ANODIZED ALUMINUM 1 CLASS AND 10• MIN KICKPLATE FINISH - KAWNEER PERMADIZE AAMA 2604 BRUCE M. CARLSON, ARCHITECT FLUOROPOLYMER OOATiNG #40 DARK BRONZE. 800 WASHINGTON AYE. N., SUITE 208 KAMM 350 SWING DOOR MEDIUM SiTt.l~ 3-1/2' VERTICALL, FACE MINNEAPOLIS, MN 55401-1148 101 PR OF ENT'RY/IXR •CLASSIC BRONZE DIMENSION. 1-3/4' DEPTH HIGH TRAFFIC APPLICATIONS WiTH 1/4' TEMP. PHONE: (612) 547-1300 3'-0' x 8'-0" x 1-3/4' BRONZE" A ALUM & GLASS ANODIZED ALUMINUM 8 GLASS AND 10' MIN KICKPLATE FINISH - KAWNEER PERMADIZE AAMA 2604 E-MAIL- InfoOcmarch.com FLUOROIPMYMER COATING 140 DARK BRDNZE. CONTACT: ERIC BROOSTIN FLOOR 102 SHOW WINDOW x 1-3/4" * C HOLLOW MTL P-14 K.D. HOLLOW MTL 1 -0.7 7 * MATCH WALL COLOR REE: SHEET Al2 Project Address FLOOR PVERIFY LAN f SHOW WINDOW s 0 HOLLOW MTL P-14 K.D. HOLLOW MTL 1 7 * MATCH WNL. CC�t, REEF: SHEET Al2 D X L #9735 WOOD STOP ON 3/4 WOOD JAMB 103 3-0' x T-0 x 1-3/4 A-0.7 METAL SND AND GYP. BD. BY CARPENTRY CONTRACTOR WASHINGTON SQUARE TOO WALL CONSTRUCTION. 3/4' x 4" WOOD CASING FOR D00R N 10218 SW WASHINGTON 2x4 NON COMB. F.R.T. FRAME BY CARPENTRY CONTRACTOR FITTING ROOM DOOR 1 (ADA) W 2 WOOD BLACKING. '} C 104 3'-0 X 6'-2' X 1-3/4" i D CUSTOM PANEL WS-2 POPLAR WOOD �A- 20.7 6 SQUARE ROAD X 4 FRT WD NAILER STUD WITH Ile 4» F.R.T. SHIM 1 j4' SHIM SPACE FOR DSR FIITIT ROOM DOOR 2 D CUSTOM PANEL WS-2 POPLAR WOOD 2 6 FTTTiNG ROOM DOOR FRAME HEAD•ELEYATi�i {S 10•-0• ,r FRAME BY CARPENTRY CONTRACTOR ,Os 3'-0 X 6'-2" X 1-3/4" A-0.7 THE 6-2 DOOR LS MOUNTED 10 AFF. T I G A R D, OR 3 5/8' MTL STUD FRAMING 105 FITTING ROOM DOOR 3 8 D CUSTOM PANEL WS-2 POPLAR WOOD 2 6 T VENDOR WILL PROVIDE FITTING ROOM DOORS. FRAMES AND HARDWARE. 97223 O 3-0 X 6-2 X 1-3/4 A-0.7 GC ROUGH OPENING HOLLOW METAL DOOR FRAME. 5/8" GYP. BD. 107 SHOESTOCK/ STOCKROOM * B HOLLOW MTL * KD HOLLOW MTL1 3 * MATCH WALL COLOR REF: SHEET Al2 Issue Date HEAD JAMB 3'-0" x 7'-T x 1-3/4 -0.7 04-21 -14 10$ MEN'S TOILET ROOM » * C HOLLOW MTL * KD HOLLOW LTL 1 5 * MATCH WALL COLOR REF•. SHEET A1.Z Revisions 3-0 x 7'-0 x 1-3/4 A-o.7 Date Description WOMEN'S TOILET ROOM By KT'� HOLLOW METAL JAMB HEAD DETAILK2"� TYPICAL WOOD JAMB HEAD DETAIL ,09 3'-0• x 7'-0" x 1-3/4• * c HOLLOW MTL * KD HOLLOW MTL ' A-0.7 5 * MATCH Wal COLOR, REF SHEET Al2 �0- SCALE: 3' = 1'-0' A-0.7 SCALL:~ 3" = 1'-0' 110 OFFICE _ " - " * � _ * 0 3-0 x 7' 0 x 1 3/4 C HOLLOW MTL * KD HOLLOW MTL A 0.7 4 MATCH WNL COLOR REF SHIN Al2 Q 1,1 TAILOR SHOP * C HOLLOW MTL * KD HOLLOW Mil. 4 * MATCH WNL. COLOR, REF•. SHEET Al2 3'-0' x 7'-0' x 1-3/4' A-0.7 Q 112 STOCKROOM EXIT (BY LL) P-3 E HOLLOW MTL P-3 KD HOLLOW WIL NOTE 3'-0* x 7'-0* x 1-3/4 2 * MATCH WNL COLOR REF: SHEET Al2 1. THIS LCH SCENARIO SHOWS A SIDE 5'-0" MM. CLEAR 3'-0*'- DC 7'-0* x 1-3/4 P-3 E HOLLOW MTL P-3 KD HOLLOW MTL 2 MATCH WALL COLOR REF: SHEEP Al2 4'-0' YIN. 8'-O" WN. APPROACH SCENARIO ONLY. 113 � » » * __---____-- 2. ALL DOORS IN ALCOVES SHALL _____--__-- CDCOMPLY TO THE CLEARANCES FOR , NOTE: M I FRONT APPROACH. NOTE: I -_--__ �' I �• 54" CLEAR FROM WALL WITH I KEY ALL DOORS NIKE PRIOR TO CONSTRUCTION CONTRACTOR SAW. VERIFY WiTH HARDWARE SUPPLIER AND ARCHITECTURAL CONSULTANT THAT ALL DOOR CD < I 3. 12' & 18' ARE REQUIRED IF DOOR 42' CLEAR FROM DOOR HARDWARE MEETS ALL STATE AND LOCAL CODES AND ORDINANCES. NOTIFY TENANT OF ANY DISCREPANCIES. HAS BOTH A LATCH.AND A CLOSER. JAMB ALSD COMPLIANT. ALL LOCKING DEVICES AND PANIC HARDWARESPECIFIED TO BE VERIFIEDBY THE GENERA. CONTRACTOR WiTH CITY OFFIDNAIS PRIOR TO INSTALLATION. ALL DOORS AND HARDWARE SEAL CONFORM M CURRENT APPLICABLE REQUIRED OWES AND ACCEPTABLE STANDARDS FOR HANDICAPPED ACCESSIBILITY. row I I 31-C MIN. CLEAR ALL LACK CYLINDERS (WITH THE EXCEPTION OF FALCON WHICH IS SUPPLIED BY THE TENANT) MUST BE BEST CORE COMPATIBLE II I APPROACH ( APS.. _. I r--- r_ I 1-1/2 PR. HINGES - BY DOOR MANUFACTURER-FINISH M MATCH DOORS 1-1//2 R. HINGES - (STANLEY - FBB179 - US 26 D) W I DIREC110N I � DIRECTION � i i I i �SH � I I ~' I (2) E)TERIOR CYILNDER KEY LOCK WiTH INTERIOR THUMB-TURN (1) DOOR CLOSER - LCN - 4041 - REG. ALUMINUM. I PUSH SIRE I PULL SIDE i I I i WITH I&= INTMCH WGEABLE CORE SYSTEM (1) FLOOR STOP � Q I I I L (2) CONCEALED DOOR CLOSER - BY DOOR MANUFACTURER- MOUNT IN HEAD PRIVACY LOCK SET/ LEVER HANDLE ______-_- --_--------_-___--� I I I I I I (2) PULL HANDLES ON EXTERIOR FINISH TO MATCH DOORS (CO-12/CP) JAMB SILENCERS NOTE: i I (1) DOOR TO HAVE SILL BOLT FOR SECURITY. HARDWARE TO BE CHROME PLATED SATIN FINISH 626 it ' I I ADA COMPLIANT THRESHOLD V.) 1. THIS ILLUSTRATION SHOWS A FRONT � ( PULL Sl WEATHER STRIPPING KR RE I APPROACH SCENARIO ONLY. I -„--- ----,,,,,-J *HARDWARE TO MATCH DOOR FINISH GROUP-6 Z ALL DOORS IN ALCOVES SHALL COMPLY TO I TENANT VENDOR M PROVIDE FITTING ROOM DOORS AND HINGES THE CLEARANCES FOR FRONT APPROACH. ( TENANT TO PROVIDE DOOR SKIPS AND FALCON CORE LEVER SETS Z APPROACH APPROACH GROUP-2 HARDWARE TO BE CHROME PLATED SATiN FINISH 626 `./ I DIRECTION DIRECTION 3. 12' & 18' ARE REQUIRED IF DOOR HAS L----- 1-1/2 PR. NRP HINGES - EACH DOOR - (STANLEY - FBB179 - US 26 D) BOTH A LATCH AND A CLOSER. _--- (1) ALARM LOCK AND INTERIOR PUSH BAR WiTH FALCON INTERCHANGEABLE CARE SYSTEM (MODEL JAL--700 PROViDED BY TENANT) 1-11//2 R. HINGES MORTISED (STANLEY-FBB179-US 26D) 3 PUSH PULL CLEAR SPACE FRONT APPROACH DETAIL 4 PUSH PULL CLEAR SPACE SIDE APPROACH DETAIL (1) DOOR CLOSER -- LCN - 4041 - REG. ALUMINUM. - 1 PER DOOR. LEVER PAssAGE SET N (1) KICK PLATE -NES- 8400 SERIES -16 CSA.-12"H - I PER DOOR INTERIOR SIDE. HARDWARERE TO TO BE CHROME PLATED SALIN FINISH 626 .�� A-0.7 SCALE: 1/2' 1'-0' ADA COMPLAINT MANRIVIERING CLEARANCES AT DOORS A-Q,7 SCALE: 1/2' = 1'-0' ADA COMPLAINT MANEUVERING CLEARANCES AT DOORS (1) EXTERIOR ASTRAGAL IF REQ. -• (1) WEATHER STRIPPING KIT � T (1) SECURITY PEEP HOLE �✓ HARDWARE TO BE CHROME PLATED SATIN FINISH 626 GROUP-8 V HARDWARE 1-1/2 PR. HINGES - BY DOOR MANUFACTURER-FINISH TO MATCH DOORS Q HARDWARE. HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED THRESHOLDS. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH (2) CONCEALED DOOR CLOSER - BY DOOR MANUFACTURER- MOUNT IN HEAD r10001,TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCK- HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE: NOT EXCEEDING GROUP-3 (2) PULL HANDLES ON EXTERIOR FINISH TO MATCH DOORS (CO-12/CP) ING DOORS THAT ARE HAND ACTIVATED AND WHiCH ARE IN A PATH OF TRAVEL 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1-1/2 PR. HINGES - (STANLEY - -FBB179 US 26 D) ADA COMPLIANT THRESHOLD O HAVE TO BE OPERABLE WITH A SiNGLE EFFORT BY LEVER TYPE HARDWARE, BY 1/4' INCH. (1) DOOR CLOSER - LCN - 4041 - REG. ALUMINUM. WEATHER STRIPPING KTf PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED (1) KICK PLATE ON BOTH SIDES-IVES- 8400 SERIES -16 *HARDWARE M MATCH DOOR FINISH TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPEN- 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE GA-12'H ING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AT OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR �.. DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. NEED OF KEY. (1) FLOOR STOP .� v CLOSERS. THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 2.SEE SPECIFICATION SHEET FOR RESPONSIBNUTIES. PUSH PATE /PULL HANDLE 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. JAMB SILENCERS REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS PRESSURE. THE 3.ALL HARDWARE TO BE LEVER TYPE. HARDWARE TO BE CHROME PLATED SATiN FINISH 626 ' f PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT �✓ dr moi./ THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES ENTRANCE SIGNS: OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED To MEET THE ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BYO G�4C�To REPLACE CORES IN ANY EXISTING DOORS. REQUIREMENTS. PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT DOORS LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS. 1-1/2 PR. NRP HINGES - (STANLEY - FBB179 - US 26 D) N AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING (1) LEVER HANDLE ENTRANM/OMCE LACK SET WTM INTERCHNGEABLE O .- ENTRANCES. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE PEDESTRIAN WAYS. CORE SYSTEM BY FALCON ------------ REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS, HARDWARE TO BE CHROME PLATED SATiN FINISH 626 APPROACH r , *.ANY ENTRANCE TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDEST- DOOR CLOSERS: IPULL � I ANY SPECIFIC MAJOR FUNCTION OF THE RIANS TO FACILITY." REVOLVING SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT DIRECTION I I DOORS CAN NOT BE USED AS A REQUIR® ENTRANCE FOR THE HANDICAPPED. EXCEED 5 IDs. FOR INTERIOR DOORS, 8.5 Lbs. FOR EXTERIOR J " DOORS, AND 15 tbs. FOR REQUIRED FIRE DOORS. RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT ` 1.TTHIS ILLUSTRATION SHOWS A SIDE INTERFERENCE WITH WHEELCFWR TRAFFIC. APPROACH SCENARIO ONLY. DOOR WIDTHS AND H©GHTS, REQUIRED EXIT DOORWAYS ARE I I REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WiDE. FOR Z ALL. DOORS IN ALCOVES SHALL COMPLY HINGED DOORS. THE OPENING IS MiJASURED WITH THE DOOR AT A 90 DEGREE I / I TO THE CLEARANCES FOR FRONT ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. MIN. 2'-0' CLEAR / I APPROACH. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES. �, O TVP. i '� 3. 54• CLEAR ON PULL SIDE IS REQUIRED---�---- IF DOOR HAS BOTH A CLOSER. LEPER 2'-6" TO 3'-8" CLEAR MIN. wM�tin.{rt : r5�� PUSH PULL CLEAR SPACE SIDE APPROACH DETAILr6 *"� DOOR HARDWARE DETAIL DOOR ` :.:::::.:::...:..: ............. ��JSCALE- 1/2' � 1 -o A.D.A. COMPLAINT MANEUVERING CLEARANCES AT DOORS = DOOR ELEVATION TYPES ��„�'��" "����..�. » » / A-0.7 SCALE 1/4' 1'•-0" ^±, SEE SCHEDULE SFE SCHEDULIE6 SCHEDULE 6 6SEE SCHEDULE SEE SCHEDULE LU ILL_ I NA M 04 TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F BRUCE M.CARLSON „C No. 3112 8' TAM DOT SiGNS (RAISED LETTERS AND BRAILLE) ARE REQUIRED AT ALL EXiT PASSAGEWAY AND EXiT DISCHARGES AS REJ4111RED BY THE FOLLOWING CODE: kf1INNW,0US,MINN1-F;,iTA IBC 1011.3 TACTILE SIGN STATING EXIT AND COMPLYING WITH iCC A117.1 SWILL BE PROVIDED ADMCENf P.1 EACH DOOR TO AN EGRESS STARRY AND EXP. ACCESSIBILITY SIGN � �t 10 IBC 1110.3 OTHER SIGNS.AT EACH DOOR (NDICATING EGRESS STAIRWAY, EXIT PASSAGEW Y AACCESSIBILITY ND EXIT DISCHAIM SIGNIONS SHALL BE AGE SHALL BEAS •PROVIDED IN ACCORDANCE WITH SMIN 1011.3. ES. PLANSI ASTIC ` BRUCE M. CA N,A ITiCT FROM EDGE OF DOOR FRAME NEMA RATED ................ ANSI 703.3.2 DEPTH: TACTILE CF44ftiERS SHALL BE RAISED 1/32 INCH (0.8 MM) MINIMUM ABOVE THOR BACKGROUND. g• TO CENTERUNE OF SIGN ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDE]JNES: SELF EXTINGUISHING _.__... . ._.......___.... ....__..._.._.... ..1.. ._.a.____..._._.__..__... . .__._.N.. ANSI 70M4 STYLE: CI#=TERS SHAT. BE SANS SERIF. CIOWIFRS SHALL NOT IE i MA OBUWE, SCRIPT, HOLY DECORATIVE, OR OF OT}E'R USUAL FORMS. \ 1. FROM SIGN SURFACE LETTERS AND NUMERALS MUST BE RASED 1/32" TURN SHI mADHESIVE MAND�INDSTALLED BY T.G.0 � ` SIGNATOR � �n .._ 3112 ( 00 Tom- '� ANSI 703.3.5 CHARACTER HEIGHT. THE UPPERCASE LEITER Y SHALL BE USED TO DETERMINE THE ALLOWABLE HEIGHT OF ALL CHARACTERS OF A FOM. THE \\ 2. CHARACTER HEIGHT MUST BE AT LEAST 5/8' / REG. NO. TT "' HEIGHT OF THE UPPERCASE LETTER 1' OF THE FONT, MEASURED VERTiCALLY FROM THE BASELINE OF THE CHARACTER. SOL L BE 5/8 INCH (16 � \ BUT NOT EXCEED 20. / MM). .5 \ 3. TYPE SME FOR LETTERS MID NUMBERS SHALL BE !/ ® Architect's Job Number _........... .... ....._._........_................._ ......_....._.........._. ....._... ._._...._........__..._.. ._..... ....._. .._. E.. SANS SE12I' OR SIMPLE SERF. 1412i,O04 • •••••• ANSI 703.3.10 HEIGHT ABOVE FLOOR: TACTILE CHARACTERS SHAD. BE 48 INCHES (1220 MM) MINIMUM ABOVE THE FLOOR MEASURED TD THE BASELINE OF THE / / •• LOWEST TACRE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FLOOR„ MEASURED TO THE BASELINE OF THE HIGHEST TACTILE '� / 4. WORDS AND NUMBERS MUST BE CONVERTED INTO Drawn By w.....__......._.............,...._........._............_..:...... ..............._...................... ........,......... x / GRADE 2 BRAILLE, AND BE APPLIED TO SIGN. \ AMA ANSI 703,3.11 LOCATION: WHERE A TACTILE SIGN iS PROVIDED AT A DOOR THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SDE. WHERE A TACTILE SK21 \ � WOMEN .. .•MEN• pp y T� � / 5. FICIroC:RAMS SHALL �ACCOMPANIED BY THE A v'd B IS PROVIDED AT DOUBLE DOORS WiTH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN LS PROVIDED � / EQUN&M VERBA. DESCRIPTION PLACED DIRECTLY LEVER AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT-HAND DOOR WHERE THERE IS NO WALL SPACE ON THE LATT+FI BELOW PICTOGRAM. HANDLE \ ••: ••• •• • • .•• •. • • ••• EJB CORRESPONDING SIDE OF A SINGLE DOOR OR TO THE MIT SIDE OF DOUBLE DOORS, SIGNS SEAL BE ON THE NEAREST ADJACENT WALL SIGNS CONTAINING \ GRADE I BRAILLE TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, Sheet Title CENTERED ON THE TACTILE CHARACTERS. IS PROVIDED BMD THE ARC OF ANY DOOR SWING MWEEN THE CLOSED POSITION AND 45 DEGREE NOTE. OPEN POSIT1ON' DOOR SCHEDULE 7 TACTILE EXIT SIGNAGE � THE SID �,� OF 8 TACTILE EXIT SIGNAGE rFDISABLED ACCESS SIGNAGE G.C. TO FURNISH/INSTALL IF NOT EXInNG AND DETAILS A-0.7 SCALE: 6" = 1'-0' A-0.7 SCALE: No SCALE A-0.7 SCALE: NOT TO SCALE Sheet Number A.r...007 COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 MAY Q 1 201 4 a o- �� GIr �� s a 74 P L3/32- O G GENERAL NOTES Jit '�" 12 Q � NQII:�: EARTHQUAKE DESIGN DATA: 1 31 R4�� 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) Seismic Importance Factor, IE = 1.0 ;EO - CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE CURRENT IBC Occupancy Category 11 -- Not open to public 1/ "�"`°�" f� Expiration I; #e. 2) STEEL FOR ALL SHAPES IS Fy = 36 KSI, ASTM A1011-12 GR 36 (EXCEPT AS NOTED) b) Mapped Spectral Response Accelerations: 1 �o� S Z&O ns O4 0r � S, """?'a C�"°0 \ 2��5 3) ALL ANCHORS ARE HILTI KWIK BOLT TZ (ESR-1917), HUS-EZ (ESR-3027), OR Ss = 0.948 and S1 = 0,341 APPROVED EQUAL (SPECIAL INSPECTION REQUIRED - REFERENCE SCHEDULE BELOW) c} Site Class = D ❑ C`-_,==s s" 4) EXISTING CONCRETE SLAB = MIN. 4" THICK SLAB-ON-GRADE d) Spectral Response Coefficients: f� Ec,n,I:s s,l:.d in 07,mrc.9 5 AM �✓ WITH F c = 2500 PSI AND 500 PSF SOIL BEARING PRESSURE Sds = 0.708 and Sd1 = 0.391 B 5) STORAGE SHELVING CAPACITY = 50# PER LEVEL (100# TOTAL FOR BACK TO BACK) e} Seismic Design Category = E P �e -__�;ly,L=r=4't-� ec a..°a :��.:�-3 F. e 1/4 RIVET 6) ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH f Basic Seismic-Force-Resisting System(s): I&Prestressing g S 14 GA THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A Non-Building Structures, Steel Storage Racks PERMANENT PLAQUE, EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING ❑ S:ti i ;a^ NG g} Design Base Shear = 110 Ib THE MAXIMUM PERMISSIBLE UNIT LOAD PER LEVEL h Seismic Response Coefficient: Vt = 0.213 (� EL� SPANNER BEAM -- TOP & BOTTOM 7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE RMI ) P ❑ H' '�'"`Te��'';"c"'`' V 5 5T i) Response Modification Factors: R = 4.0 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN ❑ E;:cty;al 3�9sscr:r6r THE TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS j) Redundancy Factor: p = 1.0 9) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC k) Analysis Procedure per ASCE 7, Section 15.5.1 ❑ Re.-do:C„A Gzn=n Dcrcn Teta 10) SHELVING UNIT'S MAXIMUM "OUT-OF-PLUMB NESS- SHALL BE 0.500 INCH IN 10 FT. ❑ invu: 3 CrncraLo F;;; 4 W 11) ( - INDICATES DETAIL CALLOUT STATEMENT OF SPECIAL INSPECTION Q / 11 GA.� VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD KWIK BOLT TZ STANDARD HUS-EZ INSPECTED BY HILTI TZ,318"DIA X 3"LONG-PER HILTI HUS-EZ,318"DIA X 3"LONG- ❑ ;:-a-rgS r! _ ! �. CONFIRM ANCHOR TYPE X ICC-ES ESR-1917 SECTION 4.4,7.0, PER ICC-ES ESR-3027 SECTION 4.4, INSPECTOR e l FIGURE 2,3 5.2,TABLE 1 �Ikp [A CONFIRM CONCRETE X MINIMUM 2500 PSI MINIMUM 2500 PSI � cu-"� � C4 � 1/4"0 RIVET STRENGTH _, CONFIRM CONCRETE X 4"MINIMUM 4"MINIMUM �\ 15/1 THICKNESS (( /►1T (1�, HILTI TZ,318"DIA X 3"LONG- HILTI HUS-EZ,318"DIA X 3"'LONG- Z 1�.}yJ! 14 GA.L POS � 14 GA. T-POST HOLE DIAMETER X PER ICC-ES ESR-1917 PER ICC-ES ESR-3027 INSPECTOR SECTION 4.4,TA,FIGURE 2,3 SECTION 4.3,4A FIGURE 4A CLEAN OUT OF HOLE x BULB/BLOW OUT-PER ICC-ES BULBIBLOW OUT-PER ICC-ES INSPECTOR TYPICAL SHELF BEAM ESR-1917 SECTION 4.3,4A ESR-3027 SECTION 4.3,4.4 MINIMUM ANCHOR SPACING X 2.25"-PER ICC-ES ESR-1917 2.25"-PER IGC-ES ESR-3027 INSPECTOR SECTION 4.4,TABLE 3 SECTION 4.4,5.7,TABLE 2 UPRIGHT STEEL POSTS 2 SHELF BEAM CONNECTIONS MINIMUM EDGE DISTANCE x 2.5"-PER[CC-ES ESR-1917 1.5"-PER ICC-ES ESR-3027 INSPECTOR SECTION 4.4,TABLE 3 SECTION 4.4,5.7,TABLE 2 ANCHOR EMBEDMENT x 2-2.2S"-PER ICC-ES ESR-1917 2.5"-PER ICC-ES ESR-3027 INSPECTOR SECTION 4.4,TABLE 1,3 SECTION 4.3,4.4,5.2,TABLE 2,3 TIGHTENING TORQUE x 23-25 FT-LBS-PER ICC-ES ESR-1917 40 FT-LBS-PER ICC-ES ESR-3027 INSPECTOR O SECTION 4.3,4.4,TABLE 1 SECTION 4.3,4.4,TABLE 2 Note:Inspection an to completed x z O W = by a 3rdd party inspector pector T—POST 0 ry 0 CN NOTE: THE SHELVING SHALL BE ATTACHEDG WALL --POST Q TO THE EXISTING WALL STUDS AND COVER CONCRETE SLAB. NO NEW STUDS OR (7 '"� C% CD STUD WALLS ARE REQUIRED. EXISTING WOOD OR U Arm Flange for alignment STEEL WALL STUD �} < U) z Self Drilling #12 x 1" Screws - into wheel channel - 16" O.C. MAX I (o U 0 2 screws from upright posts to z O II I ,► ( �i carriage and 2 screws from L I I v MIN 1" anti-tip arm to carriage EMBED. w #14 x 1 SCREW Z + - - 2 Cly Anti-Tip Arm I ,* I O _Z O 3/S"' HILTI HUS-EZ ANCHORS w/ #14x3" TEK SCREW 7.,r w I m ; . W M I .. 2-1/2" MINIMUM EMBEDMENT EACH WALL STUD HELF BEAM ,, q J . . . SPACED AT 24" O.C. MAX, -TYP. -REF. DETAIL 2 4. p f '. N V) C z a aa a . v 4 - o a • ` �4 • d a a.aA . 4 d d 4 SHELVING POST Q XISTING STUD WALL ' VX/ ; ' 00 a. 4 ` y T w a rCID x U) 0 • a d _ , - a °d FASTEN W/ #14x 1" �� ASTEN W 14x 1" . a * a b" Q a a A. - a- _ 0 v+ <4 d4 46 a ag SHELF DETAIL 2 Q IN. 1 EMBED. LONG TEK SCREW LONG TEK SCREW 'r 'c ° • d a. INTO STUD WALL 4 SHELVING LOAD ON \"11/ a - a- .d .o _ ,1 A. a °" ° a. a NOTES: "T" POST COL. 6.PL. "L" POST COL. B.PL. O N ' a A4. a 1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE, SPACING, AND GUAGE OF EXISTING C WALL STUDS.2. MINIMUM STEEL WALL STUD SIZE = 3625125-30 3-5 8"x1-1 4"x20 GA 2-3/8»46 ANCHOR BOLTS 1-3/8„0 ANCHOR BOLT SLAB = 10 O s f U EL ( / / ) 2 1/2 EMB, (SEE NOTE NO. 3) 2-1/2 EMB. (SEE NOTE NO. 3) 3. MINIMUM WOOD WALL STUD SIZE = 2x4. J � - 0 � ANTI--TIP TRACK 4 WALL ATTACHMENT DETAIL 5 BASE PLATE AND SLAB DETAILS W � > r� N4IE: NOTE: C0 FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT SHELF CONFIGURATION (LENGTH, WIDTH, NUMBER OF W J USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. SHELVES) VARIES PER UNIT if ft it W BACK TO BACK UNITS, WHERE OCCURS, SHALL BE BOLTED TOGETHER -REF. SHELVING CUT SHEETS AND FIXTURE PLAN WITH 1/4"46 BOLTS AT 24" O.C. ALONG THE LENGTH OF THE POST. 24`x 48'x 120` 24`x 48`x LW 24`x 48”x 00' 2V x 48'x CV 24'x 48`x C2�0" 24`x 4W x 1204 24x 4f ` 8 x l2Q" ` - - MOP I Pff, SINK jn < W v VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES zr zr zr zr zr zr zr r zr zr zr W Z �j !!^) TYP. i v J > Q TYP. TYP Q2 O P U.N.O. O2 pp p�y '} I- tL TYP. U.N.O. ; ©f�EAK U.N.Q. t 24'x 48'x 120' 24'x 48"x 120' 24'x 4W x 120' - 15'x 4W x 320` 15'x4$"x 120' 15'x 48'x tV V x 4S'x 12CJ" 15'x 48'x 1203' 15'x 48'x I20' 4 i _ Lu f �•�� 35`x45'x32O* I5'x48"xI20' 37x48'xt'20` t5'x48'x120' I5'x48'xW 15'x4 "xW r - - Z 24`x 4S`x 320` 24`x 48"x !2O' 24"x 48'x t20` - W m 1 to '0,038 SV RINDS I W Z p W (0 -- 1 ; 3OVia8f dd NHOd I z v (no o 1 ` zr Zr zr zr zr zr zr zr - - zr ( W g WZ _ 1® o TYP. TYP. 1 �- - W Z V" o TYP. TYP. I U.N.O. U.N.O. _ - fn 0 Q m to U.N.Q. U.N.O.O dL) LL r----- --------------T-- -------T-------- -T-- _----F--- -- ---T----_--_— U OSTOCK it tI W •.• -2' { ) �'' � I I - 1/2' (F -2 1/2- ( 7 9' I$CR w GRAr'H JOB#: 14-05-101 >� D f 3i rI Xu V11MINGI DATE: 5-1-2014 5 5 5 5 Q I ' _ rrn SHEET CAr WALL—SUPPORTED FREE—STANDING ■ FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR FLAN & SHELVING RACK LAYOUT I it V 111 1111111 1 1 1 1 1 11 11 11 1 1 1 [I'll, I I I I 1/11 1 11 11 1 II 1.1 1 11 11 it No W I.I I I I, I I I " I t 11111, "1 1 11,1 11 1 1 1 1 ............. . . ................. ............... ........ MILLM OUrRIMERS L16'-e T-SHIRT WALL (36) COUNT YM WALL. STANDARDS SEE 3/A1.5 IN FROM' OF WL 111111. SM LK*ff BOXES IINMALLED BY G.C. ON WALL BEHIIND OUMM 12'-Oris I WF-6C WF-6A WF-_8 7 i ly ENLJM M, 7 7 97 Jv 919 f h architecture - planning - interior design 24!-r s7uw WALL GRABRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVL N., SURE 208 MINN US, MN 55401-1148 PHONE:- 1 n�16112) 547-1300 E-MAIL: oOcmarch.com CONTACT: ERIC BROOSTIN 9 - - - - - - - - F -1 < F-18 B _J (0 L - - - - cn L- - - - - - - - - u Project Address 00 U_ LL. m m U) F-1 6 L _C_J DXL #9735 U_ LA_ U LA_ U ..............J C14 KFI� r� VV WASHINGTON SQUARE TOO :> I> U� i V__ Ul 10218 SW WASHINGTON STUDIO ACTIVE F-,7C SQUARE ROAD F- 7 (A F -I Of o U.J F-17B TIGARD , OR 0 U ou F-17C 97223 _J _J _J 0 _J F-16 C F- 17A < < L _j L F-17B Issue Date 04-21 -14 Revisions 9 919 919 919 Date Description By (_WF-_11� Vf-5A WF-5A F-14 E ENTIALS WF-1 MOMAER WALL GRAPHIC MS 3'r-5 3/r CWP11 (WF-1-1) CWF-1-1) I I FURN 9A FURN 9A LO U_ LA_ C U� F-7 F-7 m CWF-11 A 0 CW-F--_1_1� CY --------------- U_ Vff F-9 wW F-1 5A U I- F-14 U L, TILE START POINT. (WF-11) CD < VESTIBULE FOOTWEAR C:1 ry 4 (WF-11-_ F'3P ,���' LL -1141 BUSINESS CASHWRAP DRESS CLUB ESSENTIALS 00 r x ri-D F-12A CL 1 ca I V) CY PO V) Ul- FURN 9B FURN 9B 1 11 1 1 M III LA_ LL. -qqwpl- rn - 0 1 1 we,L L min 0 1 r2 I A 1 U- POLO I mv-unoon m U. M F-3 F-12A lm 11 M I Ch n W) • I I C/ L 1� N I I Z'MYt,LTIDOVI 1 1 111 CASUAL ILL LL. U_ LA_ 1, III III 1 1. - moi Fl-E 15 - ------- MF F-IC BUSINESS DRESS WILL GRAPHIC u C",4 0 CG ON ALL DECORATIVE WALL PANELS MOUNTED RM 0 WF-1 D CORNERS. WITH WAIL STANDARDS SEE 2/A1.5 CIS ON ALL--,_, DISPLAY CG ON ALL �CG ON ALL CORNERS. (D9CORNERS. CWED CORNERS. 2W-r V) H _1 IT POLO IIIIIALL. ¢ I TV LOCATION 6 010 616 616 010 616 010 010 610 010 0 P Ar� LOUNGE CBV CBV HALLS 1A rr RJ11G J 1H0 HLS WSH mn 83S II�31 HMLLIOI`Ine 111131mn 1 ILS 0 CLEARANCE U- :D CLEARANCE WAM GRAPHIC Ce FITTING ROOMS a IM P UJ < = V) >4 Cy. C14 C14 LLJ t F= I z U.1 3ANT C) 0 W �0_ TAILOR / F - -- -- - - :I L0-_z C`4 AII I- (D F-:_22_ U_ NOM- IM FIXTURE INSTALLER TO PLUG-IN EM I I I Ir-2 1/f WI 11:r RUNWAYS AT TIME OF INSTALLATION I U, WALL WON WALL GRAPHIC FOO ML WALL GRAPHIC NVOG 01`100111mnnom QUY0803HI CLEARANCE WALL GRAM W-2* cc CIS CLEARANCE WAIL GRAPHIC 2e DEEP AURORA SHEILVING SYSTEM NOT USED (WF-6B ---------- ----------L--------- --------- --------- --------- -------- FIXTURE LEGEND ADA FnNG ROOM BENCH CWF-6-C-) T-SHIRT FRAMES 10 010 610 0 0 1 STOCK FLOOR FIXTURES F-21 B MNG ROOM BENCH MILLWORK OUTRIGGERS (IN FRONT OF WALL MOUNTED CG C _F-1 A-) CASIIWRAP 4 POS GLEARANGE RAGI(S (BY OWN STANDARDS) 0 (� 13' BAGI(BAR CURVED SHELVING SYSTEM (ESSENTIALS) PATCH AND REPAIR F-IC BACKBAR CLOSET -F-23 UNDERWEAR DISPLAY (BY OWNER) FREE STANDING 981: GURYEB SHELVING (ESSENTIALS) CONTINUOUS WHITE FRAMED MIRROR (STUDIO/AURORA) SCRIM AS REQ D. CASHWRAP 3 POS FRAMED MIRROR (WALL) Z MILLWORK CORNER PIECE (TO BE SCRIBED IN FIELD) TYPICAL WALL SECTION ON SURFACE MOUNTED STANDARDS x X S1 "On x Not x an .0ZI, X .9* X I .0Z1 x .9t x .*z 14'-8* BACKBAR ..........F.". .0ZI X .9* X .91 1 .0n x .9t x G1 .0ZI x .9* x .91, Ozi x .9t x .0zl, x .9* FRAMED MIRROR (LEANING) - -- - - - -J Pon X -9t ____) 6' RUNWAY (CLUB) (SEE SHEET F-1.2 FOR DETAILS) CF-2A BELT FIXTURE ................. -- - -- - BUY OUTS (ro BE PROVIDED OR spEcinm By c, .0ZI x .9t x 1 1 .OZI, X .9* X .91 .0ZI, X I x S1 .0n x q* x Gl, Ozt x .9t x St Ozi x q* x I If RUNWAY (CASUAL) .0ZI x .8t x .*z .0a x .9t x .*z .0a x .9* x *z SIIIRT F61III TABLE WALL MOUNTED, RAT SCREEN TaNSION 12, RUNWAY (STUDIO) MEGAMALL ACCESSORY 2-WAY COUNTER HEIGHT STOOL BREAK CF-2D 8- RUNWAY (ACTIVE) 28ASINGLE SIDED FS SLOTTED FRAME (& SPACE 6, surr RACK NOT USED > \ (EZ28B WK TO BAGK FS SLOTTED FRAME (& SPA6ERS) 1 4 t- 0 WORK TABLE NOT USED I- __J (� MEGAWAB: END NOT USED OF I E - --- A L _J L,\ J= SMkMll DISPI 69MG STAND PANT TABLE WUNGE -HAIR / I / ® I F-32 24! GLASS CASE SHIRT TABLE LOUNGE CHAIR (ILOCANDA MINK) 80-il .OZ1 X .0 X *Z ozi X .9* X *Z .0ZI x .0t x n .0z1 x .9* x *z Oz1 x .9t x *z .0z1 x .0 x n .0ZI x .9t x tz 11012 . 1 1 TIE NESTING TABLES OVAL TABLE LOUNGE CHAIR (MONTANE SUMMER FALLOW) IL NNIS �3a - - - Eld I. F 33 BELT FIXTURE WUNGE 61 IAR (STEPPE BROWN PA44FRN) A ROUND TIE TABLE BENCH OTTOMAN A QF-34B REe%GUI:AR TABLE SLACK M F-35MNIIINEQUIN PIL91FORM 36"X36� FOMEAR CI 1AIR 6! DISPLAY BUNKERS SIDE TABLE 0!-T DENIM BAR WE WINET mm WWR WRAE--1 mmm WWR WAOR FW SCREEN MONI%R & WAI± MOUNT BRACII WM wwx awm 3' CASUAL DRESS RACK Dam WINDW GRAIM W CASUAL DRESS RACK LIGI IT 13OX BASE INTERNET SWION (ALL BY 0 SHOE FITTING mm 96`X6r POOL TABLE (BY OTHERS) BRUCE R CARLSON ;Ln- NESTING TAME (CASUAL/ESSENVALS) WALL FIXTURES UNBERWW 91 ;__3 NESTING BUNKER W/ DRAWER STORAGE NON ILLUMINATED MILLWORK C-ABINU UNDERWEAR DISPLAY No.3112 1 0,r NESTING BUNKER W/ DOUBLE SHELF WF-1 BBAI MILLWORK 6ARNET CHALKBOARD (FTMN(; ROOM DOORS) MINNEM,MINNES'71 A Hi-cwxff Tlai TABLE ILLUMINATED MILLWORK 5-WAY MIRROR (CABINET BY CHALKBOARD VALUES NOTE : ONLY USE THIS D ETA IL SI 10E BISPW VENDOR, MIRROR BY G.C.) SHOE RACK MILLWORK CABINETS (SUITS) MF MISSION STATEMENT AT EACH COMPUTER REGISTER LOCATION E.C. TO S!IGE BENGI 1 MILLWORK CABINETS (SHIRTS) MAGNETIC FRAME BRUCE MI!kN,kkRh'1TECT` PLAN HAVE AN ISOLATED GROUND & A CONVENIENCE WH EN W E ARE TRENCHING TO SHOE BUNKER W/ MIRROR MILLWORK UBINEf 36" ACCESSORIESNORTH OUTLET AN OUTLET FOR DATA AND AN OUTLETDECORATIVE WALL PANELS MIDURIEDI FLUSH WITH WALL WOOD PANEL (FOR USE WITH F-128 AND F-168) FIXTURE FLOOR PLAN FOR A TELEPHONE (771-5-E-) 61 10E DISPbkY SINGLE SIDED �2STANDARDS (CASUAL DRESS) mmwa PANEL (FOR USE WITH F-12B AND F-16B) 'I1,810NATURE 3' PIPE RACK 3112 SCALL- lle - f-O* L IGHT THE RUNWAYS (K�) WALL MOUNTED. FRAMED MEGAWALE PANEL 30N X 96"R SIGNAGE HOLDER 6' PIPE RACK REG. 0. WALL MOUNTED, FRAMED MEGAWAt± PANEL 42!W X 96"ll ANGLED SHOE SHELF 0 ELECTIRICAL CONTRACTOR TO BE RESPONSIBLE FOR LIGHT 4-WAY PIPE RACK FINAL HOOK UP OF MILLWORK/ELECTRICAL FIXTURE CONNECTED M OPPOSITE SIDE LIGHT FIXTURE W/CORD AND MICE END PIPE NESTING TABLE (WF5A SHOE WALL - PUCK PANELS - FULL SERVE SHOE PLATFORM Architect's Job Number LIGHT FIXTURE WITH GREENFIELD. SECURED 70 MILLWORK PLATFORM. NESTING BENCH �5B51 10E WAR: 1/2 11861 If WALL STAPI 48* SHELF 14121.004 (� Sl 10E WAH: PUeK PMEL SBkSONAI: SELF SERVE 4t SHELF Drawn By (F-17C) NESTING 01TOMANS le DEEP AURORA SHELVING MM (IN FRONT OF WALL PIN LEDGE AMA DENIM BAR MOUNTED STANDARDS) Appvd By ACC-9 PLATFORM (LOCATION TBD) EJB COMPUTER STATION Sheet Title RECESSED BOX IN PARTITION W/ GREENFIELD/CONDUIT V UNDER MILLWORK RACEWAY. .......... FIXTURE RECESSEI) IN FLOOR DUPLEX OUTLET FLOOR PLAN SECTION OF PLATFORM MILLWORK Sheet Number WITH ELECTRICAL SCOPE. VEHCAL SECTION OF CASHWRAP W/ ELECTRICAL SCOPE SECTION OF PLATFORM MILLWORK W/ ELECTRICAL SCOPE SCALE:- 1/20 1'-0" SCALE: I 1'-0" F�lml YILF- 6C _J L AO &%N, ARCHITECT 2014 11'-6'OF CEMN BOARD (DENIM) 102" LONG WALL. 144'LONG WALL SDINDARDS TO BE CUT TO 100t' 1 LANG WN,L. STANDA 5114' Rff:3/A1.5 LANG WALL SUN mw AT C A.F.F. 102' LANG WALL STANDARDS AT C AFF { 4 AT 6'A.F.F. 12'A.F.F. T-SHIRT WALL (IMF-6C) AT 6'A.F.F. " 3'-6' 3",,,g" 3._6. 3'-6' S-6' 3'-6' Lr 3'-6' S-Ir Jr. 3'-6' fr, 3'-6' 3r-6' Irl 3'-6' jr, 3'-6' is BRUCE M. NOTE ■ ■ ■ ■ architecture • planning • interior design EXPOSED WALL STANDARD FASTENERS TO BE BRUCE M. CARLI ARCHITECT 3/16" FLAT HEAD SCREWS. 800MINW.APOUS,NMN 554011 48 m PHONE: (612) 547-1300 2 2 M X E—MAIL- inffoOcmarch.com 3F-1.2 F-1.2 r CONTACT: ERIC BROOSTIN 00 F-1.2 Project Addressa Q Pro' TYP. AT AURORA J SHELVING U.O.N. C- D X L #9735 cn WASHINGTON SQUARE TOO NOTE: ALL WALL. STANDARDS ON � THE SALES FL10218 SW WASHINGTON NICKEL FINISH UNLESS STUDIO SPECIFIED OTHERWISE ACTIVE SQUARE ROAD TIGARD, OR 97223 4e I= WALL STAIII AT 5'-4'AF.F If Issue DateJrL 1. 04—21 -14 Y-C 3'_6" YL 3._6. I 'q` Revisions ® ® TM Date Description By 133 I WF-5A in -5A ESSENTIALS 5-0• 3-03-05-515.-02 =4 Q Q Q I qy • 0 0 ILUI Y O FOOTWEARry VESTIBULE NOTE: ALL WALL STAt� RDS ON BUSINESS ESSALEFFLOOR ARE r S� CASHWRAPDRESS CLUB SPECIFIEDOTHERWISEESSENTIALS W Q �c CY F1-I) CL V) ° r — — — — — — — — — — — — — — — — — — — — — — — — -I V) POLO I O M CASUAL N • 3 1/2' S'-0' S'-0' S'-0' 1' 102' LANG WALL SIDS. 102' LANG WALL SIDS. I I F1-E F-1 C .� Yo POWDER 6�� FINISH 126' LANG WALL STANDAIRDS AT 6'A.F.F. AT 6'AFF = 3!1 3-6" 3'-8 3'-6 -2) REF. �/A 3-6' 3'-6' 3-6 POWDER COATED FINISH 3!--C DISPLAY08 T 1 77-11 I 1 1TV LOCATION I Q� O LOUNGE J 1H9 21LS M �.�T,, M3S HU M M mn BAG NG � W — --- — -- --- — -- D! LEARA CE -- 3'-6• 3'-6' 3'-6• ' 3'-6' �' i FITTING ROOMSUUU m i � w a 102 LONG WALL STANDARDS AT r AFF. 1' � -- NOTE: REFER TO 1/A4.2 FOR '�-- I � o �/ I i / WALL STANDARD SPACING >a I o a DIMENSIONS FOR TAILOR SHOP a U •• te ICA 1n � / � , i z W O Q FITTING 3AMNTH 3 C�1 C.� � ROOM 1 -� � TAILOR / F - - - - - I_ _ �� � ROOM 2 ROOM 3 ----- 1 / avoe sNvAoie/nnnom 102' I= WALL STANDA= AT 6'AFF aavoaa3Nl S-6' JrL 3'-6' 006 V-lr " W LONG WNL. STANDARDS AT 6'OLWIL — — — 3'-6' JrL 3'-6' WALL STANDARDS NOTE: Z -------- --------._1---------1---------A---------- 1---------1--------- WALL STANDARD PLAN NOTES. STOCK o I NEW CROWN METAL SURFACE MOUNTED WALL STANDARDS NEW JOSLIN DISPLAYS INC. SURFACE MOUNTED WALL STANDARDS SECURED TO ! O SECURED TO WAIL STANDARDS NOT SPECIFICALLY NOTED � EXISTING WALL. 10 SLOTS 20 O.C. SURFACE MOUNTED STANDARDS PROVIDE BY OWNER. — NOTE: REFER TO 5/Ml FOR WALL ARE 1' SLOTS 2' O.C. RECEIVED AND STORED PRIOR TO INSTALLATION BY GENERAL CONTRACTOR AND INSTALLED BY LLL I I STANDARD SPACING DIMENSIONS j \ GENERAL CONTRACTOR. ALL SURFACE MOUNTED STANDARD SHALL BE INSTALLED PLUMB AND x FOR STOCKROOM AND BREAK AREA r ( f �- w � NEW CROWN METAL SURFACE MOUNTED WALL STANDARDS TRUE AND VERTICAL SLOTTING TO ALIGN HORIZONTALLY. SECURED TO WALL. 1' SLOTS 2" O.C. 60" HIGH I iSTANDARD UNGTH.S PROVIDED BY OWNER AND SPECIALLY USED ARE AS FOLLOWS: MOUNTED 40' A.F.F. -STOCKROOM IOZl x at x G1 .OZI x .at x .G1 .OZI x .at x .G1 «OZI X .at x .GL .OZL X .at x .Gl .OZL x fat X fGl Out x .at x wtz .OZI x .at x an .OZI x , x , , a .. — — —J 48 HIGH STANDARDS FOOTWEAR DEPARTMENT, BELT FIXTURE ..ON :�..:y:."`. ..t:w....,.. NEW CROWN METAL SURFACE MOUNTED WALL STANDARDS 102' HIGH STANDARDS SALES AREA - `, .OZI x .at x aG1 .OZi x at x .qt .OZI x .at x aG1 ,OZt x fat x .G1 .OZI x .at x aql .OZI x .at x iGtA 7 .OZt a/1, *Z t--_ ' .VZI x fat x .tZ .OZt x fat x rtZ x . x wPROVIDED BY OWNEROWNER, RECEIVED AND STORED PRIOR TO 102 HIGH SIDS (P {:CWT®) CASUAL DRESS N t � I I ^ INSTALLATION BY GENERAL CONTRACTOR AND INSTALLED BY 114 HIGH STANDARDS DENIM AREA IN STUDIO R alMal s~ ( ---. I / I �- GENERAL CONTRACTOR. ALL SURFACE MOUNTED STANDARD 126' HIGH STANDARDS CASUAL DRESS WITH WF-2 PANELS is I 1'� < I �' BREAK ! SHALL BE INSTALLED PLUMB AND TRUE AND VERTICAL SLOTTING 144' HIGH STANDARDS STUDIO AREA WITH T-SHIRT WALL. 12' A.F.F. TO ALIGN HORIZONTALLY. I r — ` i ALL SALES AREA SURFACE MOUNTED STANDARDS ARE TO BE MOUNTED 6' A.F.F. OF I E I — I } —— -' -- STANDARD LENGTHS PROVIDED BY OWNER AND TO BE CUT To UNLESS OTHERWISE NOTED. ._ _— _._� J LI-- }__ —J �' I L _41_ _ 4 FIT AS SPECIFIED ON PLAN. GC TO CUT AT THE BOTTOM OF STANDARD IF REQUIRED. REFER TO INTERN ELEVATIONS FOR FURTHER STANDARD LOCATION CLARIFICATION LU LL 214-t 214-Z _ _.. _ El .OZ1 x .at x .I wOZI x .at X .tz .OZI x at x a*Z .OZL x .at x .tz .OZI x .at x .tz .OZt x .at x .tz .OZl x .at x .tz i l QJA c======r C=:� W BRUCE M.CARLSON . {�—,:L .�, t L—,£ « {c—.� .�,�<<—,£t • {c—,i No. 3112 • AI «O�_.sc �, INWOUS,MINNESOTA „ .,0 L-,GZ L PLAN BRUC M. HICSOV, RCHITECT NORTH WALL STANDARD R.00R PLAN —� SCALE: 1/4" = 1'-0' IGNATURE 3112 5/8' TYPE 'X' GYP. BD. REG. NO. 5/8" TYPE 'X' GYP. BD. 5/8" TYPE SITUATION 2: #6 X Y PHIWPS WALL STANDARDS AS SPECIFIED Architect's Job Number 'X' GYP. BD. FLAT HEAD SHEET METAL SCREW 14121.004 1X3 WOOD BLACKING CENTERED ON METAL ANGLES. PAINT TO MATCH ADJACENT WALT, 1X3 WOOD BLACKING CENTERED ON Drawn By METAL TEES, PAINT TO MATCH WALL AMA PROVIDE TOGGL.ER UNE OF AURORA SHELVING LINE OF AURORA SHELVING Appv d By FOR EACH SCREW HOLE FOR EJB ALL STANDARDS (TYPICAL) Sheet Title -FIXTURE CONTRACTOR To PROVIDE F.XNRE CONTRACTOR TO PROVIDE TWO SEPARATE METAL ANGLES AT CONTINUOUS METAL W AT T-SHIRT WALL. TRANSITIONS SHELVING JOINTS WALL STANDARD METAL STUDS Tlo HII+OGGLFR UTILIZINGLTI 100374499 Ile 1/4" x 2 METAL sruDs MITAL STUDS FLOOR PLAN 1/2' PHILIP FIAT HEAD MACHINE SCREW WAIL STANDARDS AS SPECIFIED WALL STANDARDS AS SPECIFIEDHEAVY' DUTY , FURNISH A4 INSTALLED BY G.C. Sheet Number i 1 IN WALL TOGGLE SECTION 2 BLOCKING AT AURORA SHELVING r3%*I BLOCKING AT AURORA SHELVING F�1 . 2 �1.2SCAI.E: 6' 1'-0' �.2SCALE; 6' = 1'-0' SCALE-2 6' = 1'-0' b WlGk 0 &%N, ARCHITECT 2014 1'-10 1 56'-4" 2'-0' BRUCE M. CARLSON / architectures planning • interior design N Al 'L N. BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 / 0 A PHONE: (612) 547-1300 A E—MAIL- InfoOcmarch.com CONTACT: ERIC BROOSTIN Q Project Address In DXL #9735 \ LANDLORD Q WASHINGTON SQUARE TOO AREA 14 Q 10218 SW WASHINGTON STUDIO ACTIVE o SQUARE ROAD TIGARD , OR 97223 T CV 37'-5 3/4' 4'-7 1/4' 16'-2' '-2 1/, Issue Date A 04-21 -14 3 w' 17=11 Revisions 12'R – Date Description By CID S• 0 0 ^ ���• 3 0 Q �ipli I I .r N FqA N Al C-4 " Q V-71/4• ESSEN TI LS Fo 102 A O o N A I Q 101 100 -;c Oki I I � SEAL EXISTING---s 0 DOOR AND Nb REMOVE � i 0 TILE START CD f Q ASSOCIATED a. POINT. HARDWARE. O FOOTWEARW VESTIBULE Of Q q103 I� W BUSINESS DRESS CLUB ESSENTIALS CASH WRAP Q RI Or I I i 0 4 I POLO I � � N CASUAL A N N A I � Z I I CV 2'-8 1/2" 15-5 1/2" 9 9 9 I 9 1 Q. R c Q R• 00 `s4g4,a.u4L u� "�s ■ 13 2 A-4.1 13 13 A-4.2LAR1I .Y-10' T I < > ® QN Ammi0Qy _N "3/8 6' - � LOUNGE -� ' " 13 z UJ CLEARANCE o E 19'-81/8" 4'-4 3/8" 4 2'-0" 16'-2• FITTING ROOMS Q Q Z A I 00 C ' A 1 oa Cq 104 LO F- Q I z w04 LLJ Q — Z `NvC43'-0•N ADA FITTING 106 O w I �10TAI LOR _v 3 04 3'-0' 3'-0" — — R n co I � J 8'-2' 2'-0' Q Q q REMOVE EXISTING 2'-0" 12'-2' _ _ 111 112 VE DOOR AND ANY AND N ALL ASSOCIATED Q M � � • HARDWARE. MATCH o Q A o o A N 7–8 7/8 6–2 1/2 W-2 1/2 17'-41/2 WALL TEXTURE TO ' Q ' ' CV N CV EXISTING. M0 � Q ARCHITECTURAL GENERAL NOTES a _ 14'-10' " ' 107 A TENANT CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF 113 PATCH AND REPAIR CONSTRUCTION/FABRICATION. 1. G.C. TO INSURE ALL INTERIOR WALL BLOCKING IS INSTALLED PRIOR TO APPLYING WALL FINISHES. CONTINUOUS WHITE 8'_g• 5'-4 3/8' 3'_8• 4'-10 3/4' SCRIM AS REQ'D. Q B. DIMENSIONS ARE TO FACE OF GYP. BD. WALLS, UNLESS OTHERWISE NOTED. REFER TO DECOR PLAN, J. STOREFRONT GLAZING IS EXISTING TO REMAIN. UNLESS NOTED OTHERWISE. ELEVATIONS & DETAILS FOR FINISHES. Q K. ALL FLOOR ELECTRICAL BOXES TO BE INSTALLED FLUSH W/ NEW FLOORING. VERIFY FLOORING FINISH wyi yi q C. DO NOT SCALE THESE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY PRIOR TO INSTALLATION. $ � s DISCREPANCIES FOR CLARIFICATION WrrHIN FNE 5) DAYS OF DEMOLITION COMPLETION, THE TENANTS R ( M • IT THE 110 (j09 ) GENERAL CONTRACTOR IS TO SUBMIT VERIFICATION OF THE LEASE SPACE PARAMETERS, (OVERALL U SUBSHALL GORE PRIORSTOO INSTALLATION OF ALL FlNISHGENERAL O OR NG CONTRACTOR TO MOISTURE P` OF DIMA C CONTRACTOR TODHEIGHT FORESEE POOSSSIIBBL.E ISSUES IN THECES. THIS IS TO �CO PRESSED SIST THE SCHEDDUE/�CHfTECT/GENERAL TEMPERATURE AND HUMIDITY LEVELS PER MANUFACTURER'S SPECIFICATIONS. THE G.C. IS TO FINDINGS TO TENANT AND ARCHITECT IN WRITING PRIOR TO FLOORING INSTALLATION. FM 8'-2 7/8' C o BREAK D. MINS IMUM OF�NOTEDERAL CONNPLANOAND CONR TO K MED WITH DE AND SLOCAL FIREALL OFFICIALS PRIOR TO-10 POUND ABC R INSTALLATION. M. ALL METAL STUDS SHALL BE A MINIMUM OF 20 GA OR AS NOTED OTHERWISE. ' ,ry 7'-2' U 7'-2" OFFICE I I of 9 9 4 E ALL WORK SHALL BE IN COMPLIANCE W/ THE ADOPTED LOCAL CODES, CONDmONS OF THE CONTRACT FOR N. TENANT GENERAL CONTRACTOR TO PROVIDE TO CLIENT IN 2 WEEKS OF BUILDING PERMIT DATE A TOTAL co Q 2 2 U 00 13 13 CONSTRUCTION, RECOGNIZED INDUSTRY STANDARDS IN THE AREA, ALL MANUFACTURERS RECOMMENDATIONS SQUARE FOOTAGE OF LEASE AREA SQUARE FOOTAGE TO BE CALCULATED FROM EXTERIOR FACE OF WALLS ]13 AND ALL OTHER APPLICABLE CODES. AND CENTER OF DEMISING WALL CONSTRUCTION. _ Al C1 M 9 F. OF ALL DETAILS AND NOTATIONS PROVIDED ACCOUNT FOR ACCESSIBILITY FOR THE PHYSICALLY Ell 0. TENANT GENERAL CONTRACTOR TO PROVIDE TO TENANT AND FLOORING MATERIAL SUPPLIERS ONE WEEK R Q m Al REQUIREMENTS.HANDICAPPED. IS ALSO THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MEET THESE PRIOR TO FLOOR MATERIAL INSTALLATION A MOISTURE CONTENT TEST AND SUPPLY TO ALL RESULTS AND RECOMMENDATIONS OF INSTALLATION. MdEffff13 � = P. TENANT GENERAL CONTRACTOR PLUMBING SCOPE TO INCLUDE EMPLOYEE KTtCHENETTE, TOILET ROOMS, G. ALL WOOD (EXCEPT TRIM) TO BE FIRE RETARDANT TREATED. ALL WOOD IN CONTACT W/ CONCRETE OR WATERLINE VALVES, ETC. SEE PLUMBING PLANS FOR COMPLETE SCOPE. CONC. BLOCKING SHALL BE PRESSURE TREATED. r H. G.C. TO COORDINATE AND PROVIDE FIRE RETARDANT PLYWOOD AND OR BLOCKING IN WALLS FOR ALL WALL A-4.2 A-1.3 3'-6 1/8 2–gr 46'-5 3/8 ATTACHED EQUIPMENT, WALL ATTACHED FURNISHINGS, SIGNAGE, UGHTING, ETC. BRUCE M.CARLSO 11 11 4 4 4 3 4 ARCHITECTURAL WALL TYPE LEGEND Mo. 3112 NOTE: SEE SHEET A1.3 FOR WALL SECTIONS. . WIM&POUS,MINNES01A EXISTING INTERIOR WALL CONSTRUC110N: CONSTRUCTION TYPE WILL f VARY. CLEAN, PATCH AND REPAIR ALL WALL DEFECTS FOR WALL TO ACCEPT NEW FINISHES. _` STUD WALL AND WALL FURRING: 3-5/8" 20 GA. METAL STUD BRUCE M. CHITECT FRAMING WITH 5/8 TYPE 'X" GYP. BD. ON EACH SIDE OF EXPOSED FACE OF FRAMING TO UNDERSIDE OF DECK OR 6" ABOVE CEIUNG WHERE FINISHED CT]UNGS OCCUR. REF: 2/A1.3. ALL EXTERIOR WALL PLAN �SLAB TO DECK HEIGHT: ARCHITECTURAL KEY NOTES FURRING TO BE AS 71GHT AS POSSIBLE TO EXISTING EXTERIOR A �_ " ' PARTITION WITH 5/8" TYPE 'X' GYP. BD. ON ALL EXPOSED FACES NORTH SIG TURE FRONT – 18'-0" ABOVE SLAB 12 EXISTING METAL STUD AND GYP. BD. DEMISING PARTITION BY LANDLORD. G.C. TO PATCH/ OF FRAMING TO UNDERSIDE OF DECK ABOVE. 3112 REAR – 18'-0 ABOVE SLAB 1❑ TENANT LEASE UNE REPAIR/ FIRE–TAPE EXISTING GYP. BD. TO MAINTAIN A 1–HOUR FIRE RATING PER UL REG. NO. ARCHITECTURAL FLOOR PLAN U465, REF: 1/A1.3. 2❑ NEW HANDICAPPED ACCESSIBLE TOILET ROOM. Rff: 11 A1.3. 2 1/2. 20 GA (MIN.) METAL STUDS TO BE USED AT ALL WALL SCALE: 1/4" = 1'-0" / 13 EXISTING STRUCTURAL COLUMN TO REMAIN, PROTECT DURING CONSTRUCTION/ O MOUNTED FIXTURE LOCATIONS. G.C. TO INSTALL BATT INSTALLATION DEMOLITION. Al Architect's Job Number 3❑ EXISTING CMU BLOCK WAIL. REF- WALL SECTIONS 4/APROVIDE ADEQUATE 1�3rmLAT10N AT GLAZING SYSTEM LOCATIONS. 14 EXISTING TEMPERED GLAZING/FRAMING TO REMAIN. 14121.004 aGRAPHIC WINDOW FILM (TBD). TENANT SUPPUED/CONTRACTOR INSTALLED. MUST BE Drawn By PARTIAL HEIGHT STUD WAIL• 3-5/8" 20 GA. METAL STUD FRAMING AMA INSTALLED IN A PROFESSIONAL MANNER, NO WRINKLES OR BUBBLES WILL BE ACCEPTED. 15 NEW IN–COUNTER SINK INSTALLED 6Y G.C., Rff: 6/A4.2. B1 WITH 5/8 TYPE 'X" GYP. BD. ON ALL EXPOSED FACES OF FRAMING. ELECTRICAL DISTRIBUTION EQUIPMENT & PLYWOOD PANELS. Rff: ELECTRICAL. SHEETS Appv d By FOR SCOPE OF WORK. 16 NEW MOP SINK WITH WATER HEATER MOUNTED ABOVE. INSTALL FRP-1 AT SURROUNDING TOP OF WALL AT 12'–OmA.F.F. Rff: 3/A1.3. EJB TENANTS GENIERAL CONTRACTOR TO PROVIDE AND INSTALL AFTER CONFIRMATION WITH WALLS TO 48' AF.F., REF 6/M.2. PARTIAL HEIGHT STUD WALL 3-5/8" 20 GA METAL STUD FRAMING Sheet Title OFFICIALS HAVING JURISDICTION THE PROPER NUMBER OF 10LB ABC FIREWITH 5/8 TYPE *Am GYP. BD. ON ALL EXPOSED FACES OF FRAMING. XTI ENGUISHERS. INCLUDE IN PRICING – 3 TOTAL, TO BE QUALIFIED AT FINAL BILLING. TOP OF WALL AT 9'-0" A.F.F. REF: 3/A1.3. STO " 20 GA. METAL STUD THEREFRONT SIGNAGE UNDER RESPONSIBILITY OF THE GEENPARATE PERMIT.ERAL CONTRACTOROW/L�TENANT TION SIGNPERMITTING CONTRACTORILL I B3 WIITTH5/8FITYPE 'X" GYP. BDGHT STUD . 8ALL EXPOSED CIS OF FRAMING.G. ARCHITECTURAL TOP OF WALL AT 8' 0' A.F.F. REF: 3/A1.3. FLOOR PLAN 8❑ TACTILE EXIT SIGNAGE. REF: 7/A0.7 STUD WALL AND WALL FURRING: 3-5/8" 20 GA. METAL STUD FRAMING WITH 5/8 TYPE 'X" GYP. BD. ON EACH SIDE OF EXPOSED Sheet Number 9❑ NEW GYP. BD. COLUMN SURROUND TIGHT TO COLUMN. O \ FACE OF FRAMING TO UNDERSIDE OF DECK OR UNDERSIDE OF GYP. POLYGAL ACRYLIC HORIZONTAL PANEL SECTIONS IN METAL FRAME BY GENERAL BD. CEIUNG. SUBSTITUTE 6' 20 GA STUDS AT ALL PARTITIONS 10 CONTRACTOR. Rff: 1/A1.4 CONTAINING PLUMBING. REF: 4/A1.3. 1 1 HI/LO DRINKING FOUNTAINS. REF: 15/A1.3SUBSTITUTE 6" 20 GA STUDS AT ALL PARTITIONS CONTAINING <8> PLUMBING. REF: 4/A1.3. ■ 1 EXTERIOR PORTAL CONSTRUCTION: 6' 18 GA. METAL STUD FRAMING O C� 1GL ' �! CION, ARCHITECT 2014 WITH 3/4' PRESSURE TREATED PLYWOOD SUBSTRATE AND REYNOBOND PANELING. REF: SHEET A5.2 FOR PORTAL DETAILS --- EXTERIOR WALL EXISTING CMU BLOCK WALL CONSTRUCTION TO .,�... 65'-4 1/2• FINISH KEY NOTES 24—3 DECOR NOTES STUDIO WALL GRAPHIC PAINT DIMENSION ; M TENANT LEASE LINE 16'-0• T—SHIRT WALL (36) COUNT 1113M C�G+c SALES PERIMETER WALL BASE -_ " M NOTE: LOCATE TRANSITION STRIP AT 2 MATS INC. WALK-OFF MAT - COORDINATE WITH PROJECT MANAGER. ofi`�C�1F�1��7VNIN ALL CARPET TO VINYL T1LE JOINTS CADET TO VINYL TILE TRANSITION STRIP - INDICATES 10' "POPLAR" WOOD BASE -•--•--•--•--•--•- V Jt>FINSONITE #20 Fil REF: 11/A1.3 FOR TOILET ROOM FINISHES AND DETAILS. architecture • planning • interior design GLUE GOWN CARPET PER NYL TILE OR RUBBER FLOORING NOTES: BRUCE 1M. CARLSON, ARCHITECT PLAN AND SCHEDULE 4 PAINT CHANGE ALIGNS WITH END OF SHARED WALL FIXTURE SUPPORT. PROVIDE LATEX LEVELING COMPOUND WALL BASE IN SELLING AREA AS FOS ❑ 8Q0 1KASHIN+G'i0N AYE. N., SUITE 208 AS REQUIRED TO CREATE FLUSH MINNEAPOLIS, MN 55401-1148 CONDITION AT THRESHOLD. M a SATIN NICKEL CORNER GUARDS, REF: 4/A2.2. INSTALLED BY G.C. PHONE: (612) 547-1300 UNE OF EXISTING - PERIMETER WALL BASE TO BE 4 VINYL BASE "B-3) U.O.N. _ _ _ _ F61 NOT us® P P 3 P-3 E-MAIL• In oOcmorch.com Com• SLAB SEE SHEET A2.1 FOR CEILING SPECIFICATIONS ❑ `� ._.. CONTACT: ERIC BROOSTIN ATTACH TO SLAB AS " REQUIRED BY MANUFACTURER ❑7 REFERENCE DETAIL 6/A1.2 FOR CARPET PATTERN INSTALLATION. ' ' ey` J Project Address Z + ❑8 TILES TO BE INSTALLED IN A MONOLITHIC PATTERN = QUARTER TURNED. ( //1 /41 4/1 N\5 O� 1 CARPET TILE VINYL TILE TRANSITION ff� G.C. NOM, WASHINGTON SQUARE TOO A-1.2 SCALE: HALF SIZE G.C. TO COORDINATE PAINT LINES1 AND GRPAHICS SO THEY MATCH UP %oar P-2 •,r 10218 SW WASHINGTON WITH WALL STANDARDS. - _ iI -N A-3.2 SQUARE ROAD ripp 1'ip /1, '1, [1, 4 t 'I, I ' 1, 1 1 LT7 TIGARD , OR 61'-11 3/4' I 97223 20'-5 1/4' 4 1-r—O 1/2" I Issue Date IN PAINT DIMENSION PAINT DIMENSION 5 P 9 5 04-21 -14 G ALL ( Revisions CORNERS N Date Description By -3 A-3 2 J �,, P 3 p-17 0 - C-3 D 3T— 3/4' WF- A TT-TTT I I I I I 6 -5A I3 ES EN T ALS P- 4 0 I G P -.- L. _ E--I I -I-' I - �, 1 . 1 1 1 1 1 III o 4 CD A-1.2 T l I +� ,► TILE START CD Q I I I I I I ! I I I I I I I III III I POINT. 00 WE R I I I I I I I I I ) I R I I VESTIBULE � I N �� CC _3 V I I I I T Z ESE TI A S $ Q 1 J 7 CY a 2 V) Y C)r I _ I POLO I �" �' �--I I ( I ( C/") 0 � 15'— 1/2• CA UAL I I I � BUST Ess WALL RAPHIc NNNNNNI N _3 _ _ 5 - - p_4 ._. _.. _ — _4 - - - � _.. ...,. EP- -iC II .� _ CORNERS p 3 I CG WITH WALL ST DARDS EE 2/A1 5 i ; DISPLAY �i `�✓ " ' �' CORNERS ALL CORNERS P-17 V) 00 .� I P-3 -3 LOCATION I 0 L UN E �y I Z ice" J w o « 16' 2. LAHA UL cc-", I I -- — P-2 A-3. I Z W 48!-0r (,/7 CE G IC I ' { P w �► P-2 . ¢ Z 00 L p_2 — —� r CT- I � �'� '00 \ I a W O ' N N P-3 Li ' �� TAILOR — — — Z _ «--- - . 7 \ I — I —— __ _ CARPEL' PATTERN STRIPING 3.1 P 13 � _ .- _ �}2 p�3 I NOT INTENDED TO ALIGN IN (F CONTINUOUS RUNNING ROWS L -3 .� .... I _g• I 6-2 1/2• 8' 2 1/2• I I • W IC EBALL W GRAD C WALL G HIC 121 � 6 2• � � I — — — I LONG SIDE OF RUN VESTIBULE DISPLAY WINDOW —— ——— 2—Or ,l.�r 2e�r ,je-0r 4.-0r I CONTINUE PATTERN CEILING: P-14 CEILING: P-17 CL EARANM NALL GRA enc TOR LENGTH OF RUN WALLS: P-14 WALLS: P-17 FLOOR: ENTRY MAT FLOOR: C-3 P-3 BASE' VWB-3 BASE: VWB-3 STOCK •N « DOOR/TRIM: P-14 DOOR/TRIM: P-17 0 ' STOCKROOM/ SHOE STOCKROOM TOILET ROOMS: CEILING: EXP. DECK UNPTD. CEILING: P-1 A-1.2 I PATCH AND REPAIR l 1 Z WALLS: P-2 WALLS: P-13, FRP-3 UP TO 4'-0" TF -� I I coNTlNuous WHITE I I R FLOOR: VCT-1 FLOOR: VCT-1 „ s � I SCRIM AS REQ'D. l � BASE: VWB-1 BASE: VWB-1 DOOR/TRIM: P-2 DOOR/IRIM: MATCH ADJACENT WALLS MANAGERS OFFICE SALES FLOOR AREA CEILING: ACT-1 P-2 { , a I <__ I •c CT- W - WALLS: VARIES, REF PLAN A1.2 BREAK a P 2 CEILING: T ACT-2 FLOOR: VCT-1 FLOOR: VARIES, REF PLAN A1.2 I I > _ BASE: VWB-1 BASE: VWB-3 (PERIMETER WALLS) OFFI E _ _ _ _ _ K j I > P4 \qKf.�' DOOR/TRIM: P-2 -- 4I— — -� // v IUJ - 3❑� I DE F-01 TAILOR SHOP CEILING: ACT-1 doth WALLS: P-2 Ll IFLOOR: VCT-1 BASE' VWB-1 C . ._ . so-ON DOOR/TRIM: P-2 EXTERIOR WINDOW GRAPHIC EXTERIOR WINDOW GRAPHIC EXTERIOR WINDOW GRAPHIC EXTERIOR WINDOW GRAPHIC C-4 CARPET LAYOUT HALLWAY ~'' 7s'-10 1/2' A_L2 SCALE: NOT 1O SCALE CEILING: ACT-2 � BRUCE M.CARL50�� WALLS: P-3 k FLOOR: C-3 113112 BASE; VWB-1 tNNEAPOUS,NIINNFS0T,, . . DOOR/TRIM: P-3 BRUCE M. 0 A CHITECT PLAN NORTH �C-3 — FEATHER FLOORING RNISH FLOOR PLAN BACK 24 FROM EDGE OF CARPET SIGNATURE TILE TO PROVIDE DIMENSION NOTE: PREPARE EXISTING 3112 SCALE: 1/4" - 1'-0" SHOWN FROM TOP OF THRESHOLD CONCRETE SLAB AS REQUIRED REG. NO. JAMB BEYOND TO PROVIDE IBM TRANSITION TO MALI. FLOORING. DOOR, REFER TO DOOR SCHEDULE oo RISES ABOVE 1/4' REQUIRE A DOOR. R� TO DOOR SCHEDULE Architect's Job Number FOR ADDITIONAL T INFI tM SCHEDULE TION 1:2 I ICUNE ON NOSE OF RISER 14121.004 FOR ADDlTK�IAI. INFORMATION - CONCRETE.SLAB AS NOTE- PREPARE EXISTING FOR THRESHOLD; ATTACH TO WALK-OFF MAT. FLOAT 1/2' MARBLE THRESHOLD . DOOR THRESHOLD; ATTACH TO Drawn By NEW DOOR MAT AS N®ED FORA PROVIDED AND INSTALLED BY TGC CONCI�IE SLAB BELOW AMA TO PROVIDE LEVEL TRANSITION CONCRETE SLAB BELOW FLUSH TRANSITION GLUE DOWN CARPET PER Pp y ALUMINUM 5` X 1/2' OFFSET TO MALL FLDOR ING• PLAN AND SCHEDULE 45 CHAMFER • VINYL TILE; PROVIDE LATEX LEVELING � v'd B GLUE DOWN 73` LONG OFFSET SADDLE «N GLUE DOWN CARPET PER PLANS AND • 1-001 . 14 COMPOUND AS REQUIRED TO CREATE CARPET PER PLAN THRESHOLD BRONZE FINISH NEEDED FOR FOR A��SON CT- CONDITION AT THRESHED Sheet Title AND SCHEDULE MATS-INC, WALK-OFF MAT LL 4 t4 444 44P ° v ' d• d<.:: a �, °. a A. a ' SCHLUTER, SCHIENE a ` . 4 v \—LINE A aLIS FINISH a EXIT. CONG. SLABd e STAINLESS srEEL, 1/2' — ., ° d . 4 aFLOOR PLAN UNE OF EXISTING CONCRETE SLAB CRL ALUMINUM 5' X 1 2' OFFSET dN a/ 4° n LINE OF EXISTING qE125 4A. HEIGHT OF " " OF EXISTING CONCRETE SLAB PREPARE EXISTING CONCRETE SLAB AS 73' LONG SADDLE THRESHOLD ° � SLAB a a TRIM TO MATCH LARGEST REQUIRED TO PROVIDE LEVEL TRANSITION (255D72) BRONZE FINISH �� Sheet Number ('2 METAL THRESHOLD DETAILr3"'�� METAL THRESHOLD DETAIL 4 WALK OFF MAT CARPET TRANSITION 5 NOT USED 7 MARBLE THRESHOLD DETAIL 8 METAL THRESHOLD DETAIL A-1.2 HALF A-1.2 scAIE: L A-1.2 scAIE: FULL A-1.2 scAIE: A�1 . 2A-1.2 SCALE: FULL SCALE A-1,2 SCALE: HALF bWIG# W MAI ARCHITECT 2014 t 2'1 2'-0" VIII MIN MIN DIAGONAL METAL STUD BRACING ATTACHMENT M DECK, r, M STRUCTURE ABOVE AS REWD. ; . REF: 10/M.3 FASTEN AT 48 O.C. (TYPICAL) 0 � 1 BRUCE k EXTEND CONT. SOUND CARMN BATT ATTENUATION BLANKET DIAGONAL METAL STUD BRACING TO architecture • planning • interior design F10TE: IN AREAS OPEN TO DECK, GYP. �. U 46 5 ON CEILING TO 2'-a" EA. AVE. REQUIRED. M EXTEND M UNDERSIDE OF DECK. IN BRUCE M. CARLSON, ARCHITECT SIDE PARTITION FASTEN AT 48" D.C. (TYPICAL) 0 AREAS WITH A LAY-IN CEILING GYP. BD TO NONBEARING WALL RATING - 1 HOUR 80Q WiISMIWM AYE. N., SUITE 208 SEE ,�,1 EXTEND M V ABOVE FINISHED CEILING. MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 I -GYP. BD. CEILING E-MAIL: In oOcmamh.com REFER REFLECTED CEILING PLAN CAP TOPSIDE OF WALLS w/ _, r.• :L: ,, CONTACT: ERIC BROQSTIN SUSPENDED ACOUSTICAL CEILING 5/8 TYPE 'X GYP. BD. SEE A2.1 REFER REFLECTED CEIUNG PLAN 0LF FOR CEILING HEIGHTS :::n.. L.. -.. .: 3 5/r x20 GA. METAL STUDS AT 16' O.C. SUSPENiD S 3 5/8 x 20 GA. METAL Project Address 5/8TYPE "x" GYP. BD. BOTH SIDES txTErG '. � CEILING REFER TO SHEET STUDS AT 16' O.C. �►/ 5/13' ;' , ' •' D X L #9735A-2.1 FOR CEILING HEIGMS TYPE 'X' GYP. �. BOTH SiQES GYP. BD. M V ABOVE ACOUSTICAL CEILING t HEIGHT OR M UNDERSIDE OF GYP. BD. COUr� x I Yt i = s' �: WASHINGTON SQUARE TOO ONE LAYER OF 5/8' TYPE '9P GYP. BD. EACH SIDE OF 3 5/8' r ti - 10218 SW WASHINGTON j 20 GA. METAL STUDS (� CONT. FULL THICKNESS _ 0 SQUARE ROAD SOUND BATT ATitDVt1ATK�1 1• FLOOR CEILING RUNNER (NOT SHOWN) CHANNEL SHAPED RUNNERS, 3 5/8' WIDE (MIN.), 11-1/4' LEGS, FORMED FROM NO. 25 MSG (MIN) WV. T I GA R D fl R i STEEL, ATTACHED M FLOOR AND CEILING WiTH FASTENERS SPACED 24 IN. D.C. MAX. ! •� �; 0 97223 2• STEEL STUDS - CHANNEL SHAPED, 3-5/8' WIDE (MiN.) 1-1/4' LEGS, 3/8" FOLDED BACK RETURNS, FORMED FROM N0. 25 MSG (MIN) GLAV STLD:L. SPACED 24' O.C. MAX. `- Issue Date FLOOR BASE, SEE FLOOR PLANS 04-21 -14 �• `• FOR TYPES AND LOCATIONS. 3. BATTS & BLANKETS - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. RI SEE BATTS & BLANKETS (BXJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. Revisions 0 Date Description By TRACK ANCHORED AT FLOOR. 4• WALLBOARD, GYPSUM - 5/80 THICK, 4'-0' WIDE ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1' LANG, TYPE S ---BASE PER FINISH PLAN I I REF: 9/A1.4 BASE PER FINISH PLAN SELF-TAPPING STEEL SCREWS SPACED AT 8' O.C. ALONG EDGES OF BOARD AND 12' O.C. IN FIELD OF THE BOARD. JOINTS ORIENTED Rff: A1.2 VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 0 ` Rff: A1.2 FINISH FLOOR MATEIR& FINISH FLOOR MATERIAL I SEE DECOR PLAN CANADIAN GYPSUM CO. LTD. - TYPES C, SCX, SHX, WRX U.S. GYPSUM CO. FINISH FLOOR MATERIAL - TYPES AR, C, IP-X2, SCX, SHX, WRC OR WRX. ----TRACK ANCHORED AT FLOOR. Rff: 9/A1.4 " <' a 5. JOINT TAPE AND COMPOUND - VINYL. DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER Q �. 4� TRACK ANCHORED AT FLOOR, Rff: 9/A1.3 TAPE 2' WIDE EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32' THICK GYPSUM VENEER - - CONC. FLOOR SLAB ASSEMBLY (V.I.F.) CONC. FLOOR SLAB PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. **BEARING UL ASSEMBLY (V.LF.) CONC. FLOOR SLAB ASSEMBLY (VA.F.) CLASSIFICATION MARKING 4 CD WALL SECTION 3 PARTIAL HEIGHT WALL SECTION 2 NON RATED WALL SECTION 1 U.L. U465 DETAIL - ONE HOUR FIRE RATED WALL �.3SCALE 3/4' = 1'-0' TOILET ROOM PARTITION �.3SCALE: 3' - 1'-0' �.3SCALE: 3/4' = 1'-0" �.3SCALE: NO SCALE CD < �. 0 WATER CLOSET. THE HEIGHT IS REQUIRED M BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURE M THE TOP OF THE SEAT. FLUSH CONTROLS ARE M BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 3 Ibs OR BY A REMOTE LAW W 1 1 0 VOLTAGE BUTTON. THE HANDLE OR BUTTON IS M BE LOCATED SO R IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT.* 1 11T0�2" 1 1/2 '� P-13 P-1 P-13 P-1 P-13 P-1 THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON THE SIZE OF THE WATER CLOSET, SO IT IS IMPORTANT TO KNOW WHAT TYPE CEILING (TYP.) COUNG (TYP.) CEIUNG ONE IS USING WHEN DESIGNING THE TOILET ROOM. THERE ARE VARIOUS TYPES AVAILABLE, AND COMPETITIVE BIDDING MAY CAUSE LATER I CHANGES IN THE WATER CLOSET USED. THE FOLLOWING TABLE IS A GE NERAUZATK)N OF THE TYPICAL SIZES AVAILABLE IN THE COMMONLY USED TYPES OF WATER CLOSETS. IF THERE IS ANY DOUBT, DESIGN FOR THE LARGEST TYPE THAT MIGHT BE USED. 8 LAVATORY. 4'-I' 3 7 UNDERSIDE OF DECK. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR M THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE t 2 O V� FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE WiTH 8 INCHES MiNIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 5 �� 0 ATTACHMENT M DECK, 30 INCHES WIDE, M 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. INSULATE EXPOSED .� TY Rff: 10/A1.3 ( PIPES z PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND "� WATER CLOSET, REFER I TO PLUMBING DRAWINGS �- a STRUCTURE �✓ 0 rI TOE SPACE UNDERNEATH THE LAVATORY. :r 0. 8• 'I' ;� v. DIAGONAL METAL STUD BRACING TO INSULATE OR COVER HOT WATER AND IRAN PIPES UNDER LAVATORIES. _ r�_ •� IA • FASTEN AT 480 C. (TYPICALAS )REQUIRED. ~ � `s NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. W 15• _ 1'-5• 0 � N FALICET CONTROLS AND OPERATING MEO MISMS ARE TARED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, Rff: 12/A1.4 FOR INSULATE HOT WATER, VWB 1 WATER CLOSET, REFER M PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED M ACTIVATE CONTROLS IS NOT TO EXCEED 5 Ibs. LEVER-OPERATED, YWB-1 17' MIr GRAB BAR NAILS AND DRAIN PIPING MD' PLUMBING DRAWINGS L PUSH--TYPE, AND ELECTRtNNICALLY CONTROLLED MECWN� ARE EXAMPLES OF ACCEPTABLE DESIGN& SELF-CLOSING VALVES ARE ALLOWED YWB-1 MR- IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. NOTE: THERE SHALL BE NO SHARP OR 1a (D ACCESSORIES. ABRASIVE SERVICES UNDER LAVATORIES. SEE A2.1 V PLATES ARE 12 GAUGE STEEL. AND 6' WIDE BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE O SUSPEND � F- ANCHOR Wm VARIES). FURNISHED WITH STAINLESS STEEL MAX. BENDING MOMENT B THE APPLICATION � A 2.50 OF EACH TYPE IS TO TE LOCATED WITH ALL OPERATE PARTS, MUDING COIN SLOTS. WITHIN 40 INCHES FROM THE FLOOR. $ TOILET ROOM ELEVATION 7 TOILET ROOM ELEVATION 6 TOILET ROOM ELEVATION CEILING REFER M SHEET r MACHINE SCREWS M ACCOMMODATE WALL FINISHES TO LB. POINT LOAD SHALL BE LESS THE A1.OR SEA CD 3:: 1 1/2' THICK ANCHOR PLATES SECURED TO STUDS BY S FOR THE MATERIAL. THE GRAB BAR OR SEAT. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 I CHES FROM THE FLOOR (TO THE REFlECTIVE SURFACE). A1.3 1/4' = 1'-0' A1.3 SCALE' 1/4' = 1'-0' A1.3 SCALE: 1/4' ffi i'-0' A-2.1 FOR CEILING H� 0 WELD, WIRING OR SELF THREADING SCREWS. SHEAR STRESS INDUCED IN A GRAB BAR BY THE GItAs BARS A'PUCA71O N OF 250 LBF POINT LOAD SHALL BE LESS THAN LOCATE GRAB BARS ON EACH SIDE OR ONE SIDE ARID THE ALLOWABLE SHEAR STRESS FOR THE MOUNTING �! BRACKET' OR OTHER SUPPORT IS CONSIDERED M BE FULLY THE BACK, OF THE WATER CLOSET, 33 INCHES ABOVE RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES L>OSTING BUILT-UP ROS ..� AND PARALLEL. M THE FLOOR. GRAB BARS AT THE SIDE OVER RIGID INSULATION i SHAU. NOT EXCEED THE AVOWABLE SEAR STRESS. 3 5/8' x 20 Gk METAL SMAS AT ARE TO BE AT LEAST 42 INCHES LONG WiTH THE FROM END POSITIONED 12 INCHES IN FRONT OF THE 16' D.C. SI 5/8' TYPE 'X' GYP. to WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES BD BOTH SETS DftQND GYP. BD. LESS THAN 36 INCHES LONG. FROM THE APPLICATION OF A 250 LB. POINT LOAD SHALL Ta UNDERSIDE OF DECK. Q BE LESS THAN THE ALLOWABLE LATERAL. LOAD OF EITHER THE DAME?ER OR WIDTH OF THE GRIPPING SURFACE IS FASTENER OR MOUNTING DEVICE OR THE SUPPORTING 0 N STRUCTURE WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. 3 5/8' X 2O C>Ji. METAL STUDS 0 - REQUIRED TD BE 1 1/4 TO 1 1/2 INCHES, OR THE i SHAPE LS TO PROVIDE AN EQUIVALENT GRIPPING TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT CONTINUOUS 20 ga. .r. SURFACE IF GRAB BARS ARE MOUNTED ADJACENT TO A TENSION FORCE OFA 250 I.B. POINT LOAD, PLUS THE MAX. 5'-4 3/8' 3'-8• 4'-10 3/4' TRACK W/ (4) #10 TEK ; 0 AT 16' O.C., OR EQUAL WALL, THE SPACE BETWEEN THE WALL AND THE GRAB MOMENT FROM THE AaPLJCA71ON OF A 250 LB. POINT LOAD, 15' SCREWS AT 16' O.C. i GYP. BD. WHERE OCCURS BARS IS TO BE 1 1/2 INCHES. SHRILL BE LESS THAN THE ALLOWABLE WITHDRAWAL TOAD 1 /e• 9 MiN. i NPUNCHED STEEL STUD TRACK ATTACHMENT 0 GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. BETWEEN THE FASTEINER AND SUPPORTING STRUCTURE "� i i i REQUIRED 1 1/2' DA. EXPANSION BOLTS AT 48' o o O.C. (2 MINIMUM) X 2 1/4' MINIMUM EMBEDMENT BASE PER FINISH PLAN GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO --- -- -- - -- - - - - i � , GRAB BARS AND ANY SURFACE ADJACENT TO THEM CANEXISTING STEEL JOIST i i OR 0.140 DA. X 1 LONG POWDER DRIVEN PINS REF A1.2 NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES IT SHALL BE FREE OF ANY SHARP OR ABRASIVE.ELEMITiTS. ts' 1'-4 5/6' V-10 3/8 to MEN'S r O i AT 12' O.C. (I.C.B.O. 11639 OR APPROVED EQUAL). ARE TO HAVE A MINIMUM RADIUS OF 1/8 INCH. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 TOILET ROOM MR I I MIN. TOILET ROOM 4 yQg, 3 5/8 X 20 CSA META. i i NISH FLOOR MATERIAL SUPPORT ALL PIPING, STUD FRAMING 0 16' O.C. 2- 10 TEKS, TRACK TO STUD (LC.B.O. #3056) EQUIPMENT, ETC. FROM THE TOP 0 CHORD OF ALL ROOF JOISTS. DO i TOP OF SLAB TRACK ANCHORED AT FLOOR REF: 9 A1.3 NOT ATTACH M BOTTOM CHORD. / i //. y\ I / ,� 8 ,� �"'.,, CONC. FLOOR SLAB ASSEMBLY (V.I.F.) FM _-,� � 3 3 -- A1.3 10 STUD TO DECK PERP. TO RIBS 9 STUD TO SLAB 5 NON RATED WALL SECTION rl2 GRAB BAR DETAIL , \ , t art -, I �, 0. ►cU SPAM _ I / I \� I c�SPACE \ I A1.3 / A1.3 / A1.3 / :"'';�"" SCALE: 3 4 = 1 -O SCALE 1 1 2 = 1 -0 SCALE: 3 4 = 1 -0 :: :r N >::. �.3scaE: NOT To scwE T - - K11 I 1 1 O 7 �. l y I I u.v:,,... . ....... i' 7 I ' - -- -- � /� T'' I -� SIN MN ` A,3 - ? I I NOTE: GC TO FURNISH AND INSTALL T-3 AND T-4. FOR ALL INTERIOR PARTITIONS- NOT ALL FULL PUNCTUREHROOF DECK ` D0 / I I / I THE G.C. IS M PROVIDE FOR A MIN. OF 3/4 VERTICAL. SLAB MOVEMENT IN THEIR \ 8 / \ ti ( CONSTRUCTION OF FULL HEIGHT, F OOR TO ROOF, PARTITION WAIS INCLUDING ATTACH EITHER TO TOP CHORD OF 15' \ / \ �r". :° DEMISING WALLS AND INTERIOR PARTITIONS. EITHER BY USE OF A FED( HEAD TOP JOISTS OR TO RUNNERS BETWEEN MN. 2 /' \ 2 5 r MIN. DRINKING FOUNTAIN NOTES FOR LOW DRINKING FOUNTAIN: �„ STUD TRACK OR A FRICTION FIT STUD WALL HEAD IN A DEEP LEG TOP TRACK. TOP TOP CHORDS OF JOISTS SHOULD ., _ I I SEE A2.1 STUD TRACKS, AT U.L WALLS , ARE TO HAVE A CORRESPONDING U.L CLASSIFICATION. RUN WITHIN VOIDS OF DECK. 56'X60' 56"X6O' -i I 1. THE SPOUT SH A L PROVIDE A FLOW OF WATER 4 INCHES MIN. IN HEIGHT. THE TENANT IS M SUBMIT DETAILS FOR APPROVAL TOP STUD TRACKS ARE NOT M BE CLR SPAM CLR SPACE I I THE WATER STREAM FROM SPOUTS WITHIN 3 INCHES OF THE FROM OF SUSPENDED] ACOUSTICAL ATTACHED M ROOF DECK; PROVIDE SUPPLEMENTAL STEEL BRACING M NEAREST TOP THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAX. AND FROM SPOUTS ' ', CEILING REFER M SHEET ROOF JOIST STRUCTURE CHORDS. Q « ♦ SHALL BE 1 DEGREES MINCHES AND AXL�MEASURED HORIZONTALLY RELATIVE TO THE FRONTHES FROM THE FRONT OF THE DRINKING A-2.1 FOR LADLING HEIGHTS FACE OF THE DRINKING FOUNTAIN. '' 20 GA. METAL STUDS AT IV O.C. (1O) (3) ,N�$* S-V 6' 6' YI 2. CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE �. 1 8 1 1 8 2--12 T-1 7/8' _Y SPOUT'S SWILL BE NO HIGHER THAN 36' MEASURED FROM THE FLOOR OR O OND �4 EXPOSED SID TYPE GYP. BD. M � 1. STEEL STUD. SURFACES TO THE SPOUT OUTLET. 9 2. UNPUNCHED STEEL STUD TRACK - UNDERSIDE OF EXISTING FURRING � � � 3. WALL AND POST MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE AROUND WiNDOW OR M UNDERSIDE ATTACH( EXPANSIONBOLTS REQUIRED AT 48/O.C.VL BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27• HIGH. OF DECK. GYP. BD. TO BE FLUSH 1 ' (2 BRUCE.CARLSON � 30' WIDE, AND 17-19' DEEP. SUCH UNITS SHALL HAVE A MINIMUM CLEAR FLOOR SPACE WITH EXISTING ADJACENT GYP. BD. USE ( MINIMUM) x 2 1/4" MINIMUM 30' X 48' TO ALLOW A PERSON IN A WHEEL- CHAIR TO APPROACH THE UNIT FACING A MINIMUM OF 3 5/8' METAL STUDS I EMBEDMENT OR 0.140' DIA. x 1" LONG ► N0 3112 FORWARD. AT ALT. LOCATIONS WITH WALL FIXTURES POWDER DRIVEN PINS AT 12' O.C. ii�IN1�EA1'(IL.IS,MINNE,,' , 4. THE FOLLOWING KNEE CLEARANCE S REQUIRED UNDERF#A'M THE FOUNTAIN: 27' MIN. (I.C.BA. 1639 OR APPROVED EQUAL). �,f� FROM THE FLOOR TO THE UNDERSIDE O F THE FOUNTAIN WHICH 17OTENDS 8' MIN. (I . i • � t 3. MULTIPLE OR INTERSECTING STUDS MEASURED FROM THE FRONT EEO;£ UNDERNEATH THE F�JNTAlI BACK TOWARDS THE -EXISTING GLAZING SYSTEM Ii . WHERE OCCUR. CONNECT WITH 2 �� WAIL[; IF A MIN. 9. OF TOE CLEARANCE IS PROVIDED, A MAX. OF 6 OF THE 48' OF ENLARGED TOILET ROOM PLAN a FLOOR RECK111I:D AT THE FIXTURE MAY EXTEND INTO THE TOE SPALL:. (1 j 3 STAGGEREDROWS SPACING. INTERSECTING BRUCE M. C CHITECT 11 i { } STUDS 1 Rt3111f OF SCREWS. A1.3 SCALE 1/2' = 1'-0' G.C. M PROPERLY VENTILATE 48" CLEAR � LOCATIONS W,TIT� ( 4. 110 SCREWS EACH SIDE. EACH STUD. SIGNA RE ENCLOSED GLA73NG SYSTEMS 5 5. 2110 SCREWS. NOTE WALLS SHALL BE PLUMB (5) 6. 4110 SCREWS. 3112 M WITHIN 1/4' TOP & BOTTOM 7. 110 SCREWS AT 12' O.C. REG. NO. TOILET ROOM ACCESSORY SCHEDULE: AT MILLWORK LOCATK}NS AT DOUBLE STUDS. Architects Job Number DESCRIPTION MAI�ACTURER Mil NUMBER LMA71ON o R-19 BATF INSULATION AT .� (8) 8. STUD BLOCKING. 14121.004 a TOILET TIME DISPENSER BSO DOUBLE ROLL TOILET TISSUE DISPOW 0-274 /1 1 . 1 PER ADA CX�iAPUANT TOI.ETM�COMPARTMENT ON BACK ALL G�AZ1P� LOCATIOT+�. ( 1 � 9. 1WITH 8 GA CUP ANGLE BY STUD MFR Drawn By a 36 GRAB BARS o REAR BOBtIC K 1-1/2 � STAINLESS STEEL GRAB BAR W/ CONCEALED MTG 8-6806x38 x ( 7 2 WHERE SHOWN SCREWS STUD AMA i WALL OF WATER CU)SET. PROVIDE BLOCKiNG AS RED y 3 8(DTItC 11-111f DIA. STAINLESS STEEL GRAB BAR W t� +10EALED MTG 8-6806x42 1 PER ADA COMPLIANT'TCXLET RM. tDMPARTMENT J E� v d B ❑ 42 GRAB BARS 0 SDE / AT SI w DE BLOCKING AS 'D ❑ COAT HOOKS BO MCK B-2116 1 PER TOILET COMPARTMENT, MOUNT AT 54'A.F.F. DRI - T-3 BASE PER FINISH PLAN 1 O.TYP WELD CUP TO FRAMING MEMBER. Sheet Title Q SOAP DISPENSER BOBRICK CLASSIC SERIES SURFACE MOUNTED 8-2112 PER LAVATORY, T.B.D. tN! MOUNT SO CENTER UNE P Rff: A1.2 J B. INSTALL ALL SCREWS PER s PLATE GLASS M9=R IN OF DISPENSING ORIFICE IS NO HIGHER THAN 40' A.F.F. MSL r (s� ASSOC.ASPECIFiCATiD METAL �D MFR'S WALL SECTIONS ❑ STAINLESS STEEL FRAME 8-290-2436 1 PER LAVATORY TRACK ANCHORED AT AND DETAILS FLOOR, Rff: 9/A1.3 M PAPER TOy� q VISTA HYGIENIC PUSH PADDLE ROLL PAPER TOWEL. DISPENSER � Sheet Number ROLL TYPE S ITIN IIS C� BLACK. 1 PER TaLET ROOM, T.B.D. ON SKTE. MOUNT AT 4O AF:H: ELEVATION PLAN ❑8 GARBAGE CAN - STAINLESS SiEEL 8 GAL. SQUARE STEP CAN 1 PER T01LET ROOM (NOT SHOWN) 9 ADA ELECTRIC WATER COOLER , aAs�s PBAtsI FINISH: STAINLESS SiEEI tX1RRDOR NEAR TOILET RooMs. Rff: 5/A1.4 rl5 DRINKING FOUNTAIN ELEV. 614 WALL SECTION rl3 TVP. STEEL STUD WALL-SCREW CONNECTION A�1 .3 18' VERTICAL. GRAB BARS BOBRICK 1-1/2' DIA. STAINLESS STEEL. GRAB BAR W/ CONCEALM MIG B-6806x18 1 PER ADA COMPIW TOILET RM. COMPARTMENT ON SIDE WALL OF'WATER C LOSEL PROVIDE BLOCKING AS REWD A-13 SCALE: 3/8r=1.�r A1.3 SCREE: 3" = 1'-O' FUIRRING DETAIL A1.3 SCALE: NO SCALE b WIG# 0 Aft ARCHITECT 2014 yd BRUCE M p CAFAMN architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AYE. Ko SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL- InffoOcmarch.com CONTACT: ERIC BROOSTIN S-5'VIF 9' 1'-11• g. 7 k, Project Address ':.. ... : :':':':': :': ' »,' _:':'; ;=: - = .:.:• 7-7 7-7r- . . . . . . . . . . . � ' , __. DXL #9735 :;T r ;�...: ; T. .,' ,: WASHINGTON SQUARE TOO . . . . . . . . . . MR 1 2' BACI�IDE llEVATION OF ASA 7-7.77 . .. `7-7::1' . � �. ' :.:. . .77..,. .: . ,.... ' �. .i :r:. . . . . . . . . . . . . . . . r. TO RETURN WALL COVERING r �' 'WRAPPING" ON To. 10218 SW WASHINGTON .;. . . . . . . . . . . . . . . . . . . . .i, .•i.•j• .;. . , , . . , . . . . . . . . . . . . . .�. :i.a: �. . .r, ;':•:':':':':':':•:':':':':': : :':':`�': � i SQUARE ROAD {. . . . . . . . . . . . . . . . . . . . .I. 1 .1. I. . . . . . . . . . . , . . . . . . . . .�. t 1�: :r'. . . . . . . . , . . . . . , . . . . .'. SECURE 1-1/2• METAL Z j: :`:,:;:,:::.:::; . ;.:.:;:,:.:.:.: :r:. :1.1. ::j: :,:.:::,:..,..:.:.:;:,:':.:,:.:':::.: :i: .1. ;% '(...........: : : : . : : : :.;':...:v.I.. CL�s To STRETCHERS. T I GA R D, O R ;.'. . . . . , . . ; , ;.'. . . ,. . . .,. . .'.�, .i.' ,i. r.•.,.,,... ..•,•.,.•.•.•.,...•.•.•.•.,. i,. 9 7223 . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8' TEMPERED MASONITE r. " ` ( I I « . 1 . 1 / r �. r. . . . . . . . . . . . . . . . . . . . ( 1/8 TEMPERED MASONITE PANELS ON 1/2 PLYWOOD , :f PANELS ON 1/2' PLYWOOD ' :1: '.j•'•'•'•'''•'.'.'.'.'.' ' ' ' ' ' ' ' ' r ' FRAMING GLUED AND NAILED TO .I. ,) " ` r FRAMING GLUED AND NAILED TO Issue Date �.'. .:.: �.: i' :. .'.:.:.`.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.�.; MASONITE, PANEL IS TO HAVE T. , , . . . . . .'.'.'.'.'.'.'. ...'.`. .�.' MASONITE. PANEL IS TO HAVE 04-21 '-14 • 1/2« STRETCHERS TO SECURE 1/Z' STRETCHERS TO SECURE Revisions .'.'.'.'.'.'.'. . .. . . . . ..'.'.'. E ' .'. . . . . . . . . .'. . ..:.:.:.:.: . 1-1/2' METAL Z CLIPS. r'r'r. I.'.'.'.'.'.'.','.'.'.'.'.'.',','.'.'.'.'r'. . ' . • TWO PIECE Z-CUPS SECURED , 1-1/2' METAL Z CUPS. TWO Date Description By i.'1' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.r,', L, I �•,•,•,•, , . . . . . . . .'.•.•.'. . , .I PIECE Z-CUPS SECURED TO TO PANEL AND OPPOSITE CUP PANEL AND OPPOSITE CUP IS . .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...:. .�.: i i ;, ...:,;.;.'.;,I...:,:.....'.',I.;.;.....:.i,X IS TO BE TOGGLED TO WAIL. �' ,� �. . . . . . . . . . . . . . . . , . . . i . TO BE TOGGLED TO WALL f�!•,T.• •.T.•t—!t ' • •• 1 T} T.•>—1 TR•. .•t—t •• ,"i',Li 1� 'y,',VL 1 LI Q .�.: .' ' ::-.::`.:.""1 ` Al. ,w. ,�.::.::`.:,'r'r ' AREAS NOTED ON ELEVATIONS. . .� :— — — AREAS NOTED ON ELEVATIONS. 77 b . . . . . . . . . . . . . . . . .', C , 1.'�' , .. .....,.,.......,.•... .•.,.•.•.,.•.,, .r.. HEAVY DUTY WAIL STANDARD ( ' r ( , ' ' ' . ' . . . .'. .`. . . . . . . .r• a �. . . . . . . . . . . . . . . . . . . . .�. �. . . , . , . . . . . . . , , . , . . . .�, TOGGLE TYPICAL. ALL STANDARD. . . . . . . . . . . . . .1. � .,. �. . . . . . . . . . . . SCREW HOLES THROUGHOUT 'I. 'I, I•'.'.'•'•`•'•'.`.'.'.'.'.'•'.'•`•'.'.'. SALES AREA. , . . . . . . . . . . . . . . . . . . . �. . . . . , . . . . . . , . . . . . .�. i �. . . . �. N011r: T .�' �'. • •'•'•'.'•'•'•'.'•','•','•','.','•'.�,' 1-1/2« METAL Z CUPS TO BE " " 'r' ... PANELS SEE ELEVATIONS FOR 'L' 'L r.'.'•'.'•'.'. . . . . . . . . MANUFACTURED BY MUSTANG METAL QUANTITIES AND LOCATIONS. , , . . . . . . . . . . . . . . . OR EQUAL TO. LARGE PANELS j. .'.'.'.'.'.'.'. . .'.'.'.'.'.'.'.'.'. .�.' A.A. j.'.'.', „'.'.'.'.'.'.'. , .'.'.',',', .r,' ( I' .'.'.'.'.'.'.'.'.'.'.'. . .','.'.'.'.'.I.' � REQUIRE 6 SETS AND NARROW CD �. . . . . . . . . . . . . . . . . . . . .r. .r. ..�. . . . . . . . . . . . , . . . . . . . .i. i. E i. r. . . , . . . . . . . . . . . . . . . . i . i i i PANELS REQUIRE 3 SETS OF CLIPS. Q . . . . . . . . . . . . . . . . . I ..I.. Al. •.j. ...•.•,.,•.....•.,.,... .•,•...,..... .I. : :�:':':':`:':`:':':':': : :':':':':':':'i': � Q �. . . . . . . . . . . . . . . . . . . . .�. i j �. . , . . . . . . . . . . . . . . . . . ... ry .. . . . . : ' F I 4' HIGH VINYL WALL BASE • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.- . . . .-.- . . . . a FINISH FLOOR. IN C .,� V) FULL PANEL FULL NOTE; cy PANEL PANEL, FRONT AND BACK ELEVATIONS THESE PANELS ARE TO BE PROVIDED BY Z TENANT AND INSTALLED BY GC. 0 1 SURFACE MOUNTED STANDARDS r~n �1. 4 PARTIAL PLAN SECTION TOGGLED ON TO WALL � Z 7 NOT USED KTDECORATIVE WALL PANELS WF-2 _ } A-1.4 SCALE. A-1.4 SCALE: 3/4' 1'-0' V Q CD 13:: 'Y- (D A-1 WLL X-50 VF 6V C/o) r)o •' ! . , ' '• I . 'a ;. • '. �. • . • • ', a''. +.° ..' ° NATIONAL GYPSUM, PERMABASE BRAND .+:4• �' . 'a; • . a ,4• . ' •�► + • : •+ ; • a • •, • . • 1 • CEMENT BOARD PANEL (CUT PER +'ss . . '' '.. `• • .: j •'°' .•. , •d• , ' . . MANUFACTURES RECOMMENDATIONS d. : ' :; +', ' • ;' . ' . ,•� �!`•, a 4•• a • .,• • •�a. '. ;a .. ' r. : • ,i ' t FOR SMOOTH SQUARE ESS). 4 • . '. •••'.r •z '. �' ,. • . .i, , • ' !. ° ', ; �.: :. ,• . ., 4 ' ; , , •' PANELS TO BE GLUED IN PLACE WITH • *:4 , a •,• - . '° ! ' ' . •.+► ,, • •• °` NO EXPOSED FASTENERS. ALL PANELS " '• �' ,° 4 4 + . �..: r i, �� • , ! , •4' • ,� ', ' ''• " ' +", ''i TO BE CONSISTENT IN SIZE-THREE "' •w �, „'••�; , + , �' ��� d . : ' ' • :� PANELS HIGH BETWEEN STANDARDS ,. ;d .. . ,�+• . ' 't' ' '°:�+ . a •. + . e ,e AS SHOWN. PANELS ARE NOT TO i •; +� •• . . * ' '` • ' I. 'A. ', •e1 • .. • a. . :� , ,. ' �' IN FRONT OF 7/8' WALL STANDARDS. ,'. '+a•. ° • • '„�'i • •d' ', 4 ,• •' • ' , ,. � ,' �' • , • . �� Q' ' d � �'': �' " EAVY DUTY WALL STANDV4RD TOGGLE • • • � %A r . •,�• ,• + � • . :•. j°` . .,: ' •, • .'•, ' . ' ' •+ , TYPICAL ALL STANDARD SCREW HOLES . . . °.. • ,� , •• • .4 ',f•. 4 '' �' • ' �•'•;' '. •' , •'4• • • ' •d. �,• 'THROUGHOUT SALES AREA. • .+ �� •� •�,' d 4, w. , . :d �'• ,!. + .;m< FHM. • • . a ~ • s '• NATIONAL. GYPSUM PIRMABASE BRAN • •. ! .r . a, `, • .• ,!►4' •' t . • •• •d+, •,.a,4: PANELS ARE TO BE INSTALLED SO , ' : ••. :. '�i's. . :z: • • '�, • `~• '• '• . , A ', �• s ,•. + , '�, ••• ♦ ` THAT ALL STAMPING, PRINTING AND ,• ,. . • � , ,, 4„ . _ +;, °. dr .� , MARKINGS ARE TO BE ON NON • . : �' �� • « ':• •,'' '� + 'd ., • •• ,•' '�, + .• ` 4 ♦ 'r EXPOSED SIDE AFTER INSTALLATION. 4• .4v • ••' i. A I FM f w • ! ,4 %;i•4 • . •+. • ,' ,.r .. •• " •s4 . � SEAM OF PANELS TO BE AT THE r d ' ,' ,4 • , '.a' A BOTTOM. LU t • ••r "t t '• .a 't 4 A )z •� d' , '• `•. . ''' , ''! � , +•°•. • *•• ' 4� '•'a �• , : �,' , i 4' HIGHVINYLWALLBASE •4 4�. • .' ' ' awr ' " ' • °�' .� '. ,r1r° ••. .. �4f ,�•t , ', ,,,. w ' f '4 ^ 'i .+ A... , ,� ,•f+ q• .• .qN,•• . r• .•t•:� 4 . • , •• 4 , . . •� • ' FINISH FLOOR .1 a, aa• a*° • •.. /^'�� Li % •� BRUCE M.CARL 0 i NNW FULL FILLER FULL FILM FULL No. 3112 ' PANEL PANEL PANFl PANEL PANEL PARTITION GYPSUM BOARD FRONT ELEVATIONS Mm► auS.MINNi +, BRUCE M, C N MECT TOGGLED STANDARD PLAN SECTION CEMENT' BOARD GLUED TO PARTM. 3 CEMENT BOARD PANELS IGNATUR3112 A-1.4 SCALE: 3/4' - 1'-0' REG. NO. Architect's Job Number 14121.004 Drawn By AMA AppVd By EJB Sheet Title WALL SECTIONS AND DETAILS Sheet Number 104 COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 REFLECTED CEILING TYPES 14 9'_030 LAY-IN CEILING TO BE USG OLYMPIA MICRO CUMA PLUS, SQ EDGE WITH ;TDM? 0• LAY-IN CEILING TO BE USG OLYMPIA MICRO COMA PLUS ILLUSION TWO TYPE 1 DONN DX/DXL GRID, ALL IN WHITE. ASTM E1264 CLASSIFIED: TYPE III, E 2 PANELS, SLT EDGE WITH DONN DX/DXL GRID, ALL IN WHITE. ASTM E1264 FORM 2 , PATTERN CE ASTM E84 SURFACE BURNING CHARACTERISTICS: CLASSIf]@o TYPE III, FORM 2 , PATTERN CE ASTM E84 SURFACE BURNING11 ACT-1 CLASS A, FLAME SPREAD - 25, SMOKE DEVELOPED - 10. 2 CHARACTERISTICS: CLASS A. FLAME SPREAD - 25, SMOKE DEVELOPED - 10. _ .. .... __.._. _-.-_ _.. __._..__ __.... -..__Q'T'___ ____ 12'_0• LAY-IN CEILING TO BE USG OLYMPIA MICRO CUMA PLUS ILLUSION TWO PANELS, 8'�• , �' • SLT EDGE WITH DONN DX/DXL GRID, ALL IN WHITE ASTM E1264 CLASSIFIED: TYPE 6 5/8 GYP. BD. CEILING ON METAL STUD CHANNEL SUSPENDED FROM 110 PEN IMF AT CARLSON TYPE 2 TYPE III, FORM 2 , PATTERN CE ASTM E84 SURFACE BURNING HUNGER WIRE FROM NEWLY INSTALLED HILTI-ANCHOR FROM STRUCTURE ABOVE - Ev • • IO � architecture planning • interior design ACT-2 CHARACTERISTICS- CLASS A, FLAME SPREAD - 25, SMOKE DEVELOPED - 10. P-1 4'-7 1/2' '-0• '-0• 4' 3/4' 4' 0 3/4• '-V � '_T ", 11 11 ' _ '17- c-) I. BRUCE M. CARLSON, ARCHITECT DECK OPEN TO DECK STRUCTURE ABOVE GENERAL CONTRACTOR TO KI 1 1 800 WASHINGTON AVE. N SUITE 208 REMOVE ALL ABANDONED SECURING DEVISES ABOVE. ANY AND 5/8" GYP. BD. CEILING ON METAL STUD CHANNEL SUSPENDED FROM #10 HANGER WIRE 10 I, 100 MINNEAPOLIS, MN 55401-TYPE 3 ALL NEW CONDUfIS, SPRINKLER PIPING, DUCTWORK ETC SHALL FROM NEWLY INSTALLED HILTI-ANCHOR FROM STRUCTURE ABOVE PHONE. 612) 547-1300 UNPAINTEDRUN SQUARE AND PERPENDICULAR TO BUILDING WALLS. ! __..__..._.... ......---......_..... .. t:�.. 1�.._._.... _._ __.,._ � ....... _._ ....._ _.__ _ _ __..... __.._........ _.._.._.............---..............__._............ _...- -'-- ....._..... ............__._.............. EMAIL in�oOcmarch.com _ __. _ _ _ 11 5 11'-0' 5/8" GYP. BD. CEILING ON METAL STUD CHANNEI. SUSPENDED FROM #10 s' I I m I I L I 1 I I a I I bPD D _ - F 1 �, " CONTACT: ERIC BROOSTIN I U! I TYPE 4 HANGER WIRE FROM NEWLY INSTALLED HILTI-ANCHOR FROM STRUCTURE ABOVE a -11 4-11F, 11 11;7j.............. I m 3 Project Address m 1 1-4 `° I I I I 1r I I I I I I ITYP I I ' F-16C ` `° 1 r-- DXL #9 7 3 5 uI - - 11 - - - I I a C 11 I I f I I `� ` � - " WASHINGTON SQUARE T00 GC NOTES: [L I I I 1 `� I I I o 1 1 �" I I I I I I - _ �" c� , U _.............:........ . cj 11 ',l_v 1". J_ 11 v , - I I I I . =_6R-=flf, - _H--E 1. PERIMETER TRACK LIGHTING, CENTER OF LIGHT BEAM TO BE AT 6'-0" A.F.F. — _,. _ _ 11 10218 SW WASHINGTON UNLESS OTHERWISE NOTED. ........... .�_._._ .._ 18 I CTI E 5 I �' 2. NON PERIMETER TRACK LIGHTING TO BE POINTED AT FLOOR FIXTURES AS 1 U 0 I I I I I I I I I _17C I I 1 r� ...................... ...... .................... ................ ... S DARE ROAD SHOWN ON PLAN. I I I ----..... 11f) 1119 I I I F }/4• <n 5'-7 /2• �'-11" 6-3 1/4' '-0■ I - 1, 3. GC TO POSITION TRACK LIGHTING PER THE DIRECTIONAL ARROW ON PLAN. I- - - I I I I Cr_ I I I I I I w I I 11'-0" T I G A R D OR 11 I 1119 IISElf,lwr_i II II '- i II ............... 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El �.a Q 1....:............._ ........... ..:-_ _1 GENERAL SPRINKLER NOTES N ! , ........ ._...........i. ...._..................EF .........._...........0......_......._........ t j 8 I 8 i 8V08 �N4�. I Innov J3 ; 1. TENANT'S GENERAL CONTRACTOR (G.C.) SHALL CONTRACT WITH THE LANDLORD'S Com& I ALL IF F ................ ........ _..... .........................................................................._... . ................ .. ... ...................__..........__...............-' --._... — ....._._.__....__.._...._.- _...... . ... .. .................... ._._......................_..I .......... _.-_ i ; (. ., aae d; H.t LANDLORD'S BL UT APPROVED EIRE PROTECTION CONTRACTOR FOR ANY MODIFICATIONS TO THE (TOP CHORD OF JOIST). G.C. TO F BLOCKING PER ALL APPLICABLE CODES. UNISTR 1'-0' Nis 1'-8• NIS x SPRINKLER SYSTEM. COST FOR SUCH WORK SHALL BE INCLUDED IN BID TO THE TENANT. TO SUPPORT THE CUBILE CURTAIN TRACK. It ' I 2 DXL'S R CC -. —c : ' I ( 1 THE G.C. SHALL MODIFY THE LANDLORD SPRINKLER SYSTEM PER REFLECTED 2 CUBICLE CURTAIN TRACK, CARRIER END, ! I ! ! ! _____..L_______ __.1_-..._.__._,..._1_________1_________ CEILING/LIGHTING PLAN ON SHEET A2.1, LANDLORD REQUIREMENTS, AND ALL SPACERS, CARRIERS, AND END STOPS GIN ________ __------- -� _ __ STOCK JURISDICTIONAL AUTHORITIES' REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL 3. 1/16' METAL 'AIRPLANE' CABLE ,____. . "' 3_10 3'-6 1/4 SUBMIT SHOP DRAWINGS TO LANDLORD, BUILDING DEPARTMENT, FIRE MARSHAL S ISO= I 12-0 OFFICE, AND/OR ANY OTHER REQUIRED JURISDICTIONAL AUTHORITY. VATH 1/16' CABLE FERRULE AND O CG TYPE CG J2 iz J2 J2 J2 J2 iz LIZDECK STOP SET (COOPER TOOLS CAT. I \ 11 ? DECK TYPE 3 __ A. IN AREAS WITH SUSPENDED ACOUSTICAL TILE CEILING, PROVIDE SPRINKLER NO. 767-5304) AND 'S' HOOKS GN SPOT LIGHT N : HEADS AND ESCUTCHEON PLATES TO MATCH EXISTING (VERIFY IN FIELD). (COOPER TOOLS CAT. N0. CC 7 1 0C TYPE 3 UNPAINTED , w 595-4024, #40 42 LBS) f f f wt UNPAINTED -- .-----.--.. INSTALL HEADS IN CENTER OF CEILING TILES. IF 2X4 'SECOND LOOK CEILINGFM 2 15 TILES ARE USED, PLACE SPRINKLER HEADS IN CENTER OF 2'X2' SECTION. 2 15 „Onx ::gbx „St „0ZtX ,:gtrXgk „Onx „Btrx „St „OZtx :,gtrx ::St j „mx .gtrx :,St „GZtx „B'6x „St „OZtx .,gtrX .: Z „0ZlX „8trx �tZ „OZlx „BtrX ,;bZ i B. µh ,M ........... ................._....._._..__....._I....._...----.._...._.......------...__...._ .........-..._...................._...._.._.__......._ ! AT STOREFRONT ENTRANCE AND STOREFRONT WINDOWS WITH A GYPSUM DRYWALL ! CEILING, PROVIDE FULLY RECESSED SPRINKLER HEAD AND ESCUTCHEON. OZ: X ,Rtr X :SL m x :gtr X „�� „OZt X Btr x .:�1 „0Zt X Ngtr X ..St AZt X „Btr X ,,SL „0Zt x ::gtr X <:�t I :. k- 9' 0' I .0Z t x ,,Btr x „trZ „OZ l x ::gtr x „VZ i .OZ t X „Btr X „trZ -- (E) GLA, - 3'-11' ' 3. IF REQUIRED G.C. SHALL CONNECT FIRE-SPRINKLER ALARM SYSTEM FLAW SENSORS ETC _ ..... _ ..._............. ... BREAK 3r ,; 4. TO BUILDING ALARM SYSTEM. J4 1 7... 1 i HEAD DETAIL OFF CE [OKI 15 ®K1 15 J -- 1 SECTION C� CURTAIN TRACK FM s'—o' 8'-0' � A-2.1 scALE: 3' = 1'-0” (n - TYPE 6 TYPE 61�fl M ® ; CEILING PLAN KEY NOTES UJ P-1 P-1 .� i I i ! da..... 0..._z XNIS �3� - - - ♦ uort ' i i I 1 ACOUSTICAL CEILING TILE TO BE CENTERED IN ROOM. I' - - x „Btr x �trZ I HGZ t x „Btr x „trZ „GZ t x „Btr X „trZ .:GZ t X ::gtr x ,:bZ ,GZ L x „gtr x utrZ ,:OZ t x ,:gtr x „trZ :GL t X ,:gtr X „trZ I ! 3-vS 7 _ _ L _.... _... .. ....... dOW 1i i i......................I....I. El HVAC DIFFUSERS TO BE MOUNTED AT 13'-0' A.F.F. 0 r,%�kx,.p— -It-/ - � Fil ALL LIGHTING AND TRACK IN DISPLAY WINDOWS TO BE BLACK. F±1 NEW DUCTWORK IN NOT SHOWN, Rff: MECHANICAL DRAWINGS. V 'i�� �� ,�ff E "I LIGHT FIXTURE LOCATED IN MILLWORK FIXTURE. MIRROR MILLWORK FIXTURE FURNISHED BY SCE�A.CARLSON MILLWORK VENDOR, LIGHT FURNISHED BY LIGHTING VENDOR. PLAN REFLECTED CEILING PLAN GENERAL NOTES ❑ CEILING MOUNTED CURTAIN DISPLAY WINDOW CEILING FOR PROP SUSPENSION.MANUFACTURED ANUFA RED REF. ALDERMAN ACRES SECURED TO x RJOe 3112 0 NORTH A LIGHT FIXTURE CIRCUITRY AS INDICATED ON ELECTRICAL SHEETS. LIGHTING FIXTURES LOCATED ON THIS SHEET AND TAKE PREFERENCE OVER MECHANICAL VERIFY LOCATIONS OF SPRINKLER HEADS. SPRINKLER CONTRACTOR TO ADD OR RELOCATE 7lIYtYC/ifVL1V1MINNESOTA REFLECTED CEILING PLAN COMPONENTS. CALL ARCHITECT AND OR TT:NANT REPRESENTATNE FOR RELOCATION DISCREPANCIES RESOLUTION. ❑ As NEEDED. PER NEPA 13. SCALE: 1/4” = 1'-0” B. DUCTWORK DIFFUSERS, GRILLES EMERGENCY UNIT BASE PLATES, RECEPTACLES, ACCESS PANELS, COVER PLATES IN CEILINGS AND ALL SUSPENSION APPARATUS [i] CENTER FIXTURE IN FRAME OF DOOR. BOTTOM OF FIXTURE AT 9'-0" A.F.F. � �} OF LIGHTING FIXTURES ARE TO BE PAINTED TO MATCH ADJACENT CEILINGS. USE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC LOCATIONS. — 9❑ BOTTOM OF FIXTURE AT 9'-0" A.F.F. BRUCE M. CA N, RCHITECT C. EXIT SIGNS ARE TO BE INTERNALLY ILLUMINATED AND COLORED AS PER CODE REQUIREMENTS RED/GREEN. Rff: LIGHTING PLAN E1.0 H GYP. BD. CEILING AT 10'-0' A.F.F. Rff: 5/A2.2. PAINT 'P-2' D. SUSPEND ALL STRUCTURAL ITEMS FROM TOP OF EXISTING STRUCTURAL STEEL G.C. SHALL TO SECURE TO THE METAL DECK Wa0z___ REFERENCE SHEET E3.0 FOR LIGHTING SPECIFICATION TABLE 11 CENTER OF LIGHT BEAM TO BE AT 4'-O' A.F.F. GNA RE E ALL CEILINGS AND CEILING MATERIALS ARE TO BE OF A CLASS 'A' RATING. 3112 12 TRACK LIGHT POINTED AT DXL SIGNAGE AND FRAME ON BACKWRAP WALL REG. NO. F. ALL LIGHT TRACK ATTACHED DIRECTLY TO CEILING (U.O.N) SLAB TO DECK HEIGHT: 13 TRACK LIGHTING POINTED AT CASHWRAP. FRONT - 18'-0• ABOVE SLAB G. ALL EXISTING LIGHTING TO REMAIN SHALL BE RELAMPED PER ELECTRICAL SPECIFICATIONS. Architect's Job Number REAR - 18'-0' ABOVE SLAB 14 ATTACH WHITE SCRIM BOARD TO STRUCTURE ABOVE. 14121.004 H. EMERGENCY AND EXIT LIGHTING PACKAGE TO BE SUPPLIED BY NATIONAL LIGHTING AND DESIGN (JUNO, GARY BERNSTEIN) AND INSTALLED BY THE G.C. Drawn By H ALL EXISTING DECK MOUNTED ELIC, MECH., do PLUMBING COMPONENTS NOT BEINGI. CEILING MOUNTED ELECTRICAL TRACK ACCESSORIES ARE NOT SPECIFICALLY ITEMIZED IN THIS LEGEND. IT WILL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY RELOCATED AND OR REUSED TO BE REMOVED AND DISCARDED. AMA TO CONFIRM WITH SUPPLIER QUANTITIES REQUIRED FOR THE COMPLETE INSTALLATION OF ELECTRICAL LIGHTING TRACK. THIS WILL INCLUDE LIVE END FEEDS, DEAD 1 E "-- USED. AlpBpv'd By END CAPS, T GRID HANGERS ETC. O" DECORATIVE CEILING 'BEAMS* PROVIDED BY TENANTS FIXTURE CONTRACTOR AND Sheet Title J. SUSPENSION COMPONENTS USED FOR TRACK/ LIGHTING FIXTURES SUSPENDED FROM STRUCTURE ABOVE IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. E 1LI.ED BY G.C. TRELLIS BEAMS TO BE SUSPENDED AT 8'-0' AEI". PAINT P-12. THESE SUSPENSIONS WILL BE COMPLETED IN A NEAT AND ORDERLY FASHION USING TRADE PRACTICES STANDARD TO THE AREA AND WILL BE PERPENDICULAR . w AND OR PARALLEL TO THE BUILDING STRUCTURE. SUSPENDING COMPONENTS BY THE ELECTRICAL CONTRACTOR WILL INCLUDE AND NOT LIMITED TO RECESSED I �i0 DECORATIVE CEILING 'BEAMS PROVIDED BY TENANTS FIXTURE CONTRACTOR AND ANCHORS SECURED TO CONCRETE DECK ABOVE WITH 1/4" ALL THREAD ROD SECURED TO 7/8" X 1-5/8'UNISTRUT WITH ALL THREAD MAXIMUM OF 6'-0" ON 18 INSTALLED H G.C. ARE TO HUNG U A SIMILAR FASHION TO THE SMALLER TRELLIS REFLECTED CENTER. COMPONENTS REQUIRED TO ATTACH TRACK TO UNISTRUT IS ALSO TO BE PROVIDED BY ELECTRICAL CONTRACTOR. DETAIL PROVIDED. BEAMS AT THE CASH WRAP AREA. SUSPENDED AT 10-0 AFF. REF-.1/A2.2 CEILING PLAN TRACK LOCATED BETWEEN TWO BEAMS IN STUDIO TO BE PENDANT MOUNTED AT 11'-O" K. VERIFY ALL FIXTURE VOLTAGES PER THE PANEL SCHEDULE PRIOR TO ORDERING. 19 A.F.F. Sheet Number • L QUESTIONS REGARDING LIGHTING DESIGN AND QUOTATION ARE TO BE DIRECTED TO JUNO LIGHTING; ATTN: MR. GARY BERNSTEIN AT 1.617.823.8620 M. COORDINATION AND COMMUNICATION IS TO BE BETWEEN SUPPLIER AND PURCHASER FOR CONTRACTOR INSTALLATION. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR, UNLOADING, RECEIVING, QUALIFYING AND STORING FOR HIS USE LIGHT FIXTURES AT THE LOCATION OF HIS CHOICE TO ACCEPT TENANT PROVIDED LIGHT FIXTURES. A� 2 .1 N. ALL TRACK MTD FIXTURES REQUIRE FIELD AIMING. COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 III 9 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT AIRLINE CABLE 800 WASHINGTON AVL N.o SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 1 1/2' LONG SCREW EYELET E—MAIL- infoftmamhxom CONTACT: ERIC BROOSTIN EXISTING METAL J019 AND METAL DIECIt. Project Address 1/2' MDF BLOCKING AS REQ'D. DXL #9735WASHINGTON SQUARE 100 10218 SW WASHINGTON UNISTRUT CHANNEL P1001. 4$• MAX. SQUARE SQUARE ROAD TIGARD , OR 97223 3/8" ALL THREAD FROM UNISTRUT RAIL TO HANGER. r 1/2" MDF BOARDS CUT TO SIZE AND Mf1T32ED JOINTS FORA Issue Date CLE M SQUARE CORNER. 04-21 -14 3/8" ALL THREAD SUPPORTING DECORATIVE Revisions MILLWORK SUSPENDED UNISTRUT AS HANGER Date Description By TO LIGHT TRACK. SUSPENSION/ANCHORS UNISTRUT ALL BY ELECTRICAL CONTRACTOR. PAINTING TO MATCH DECK BY OTHERS. 1/2" MDF BLACKING AS REQ'D. Q NOTE Q USE KEYHOLE LACKING HARDWARE WHEN DESIRED LENGTH REQUIRES MORE THAN 0 ONE (1) MDF BOARD. ALIGN MDF UNISTRUT STANDARD GALVANIZED CHANNEL (TO BE FIELD PAINTED) P-20001BOARDS FOR A FLUSH CONDITION. SERIES WITH CLOSURE STRIP P3184 TO ENCLOSE WIRING IN UNISTRUT2' OR 4' CHANNEL. UNISTRUT ACCESSORIES TO INCLUDE BUT NOT LIMITED TO END CAPS BY KINDORF G-967 OR APPROVED EQUAL. SPRING MOUNTING NUTS NOTE- CAPS ETC. SECURE LIGHT TRACK TO CENTER OF UNISTRUT. ALL COMPONENTS BY REF: A2.1 FOR SIZE OF BEAM ELECTRICAL CONTRACTOR, WITH PAINTING BY GENERAL CONTRACTOR B r2' NOT USED 1 DECORATIVE CEILING BEAM DETAIL �2. SCALE 3' - 1'=0" �2. SCALE 6' = 1'=0' �_ 0 icy 11� W Q UNISTRUT CHANNEL P1O01, (TV). SECURED TO E70STTNG BAR STEEL WITH UNISTRUT BEAM CLAMP P-2868A, (TV). HANGER SPACING 4'—O" o,c. MAX CY SPACE 8—go. HANGER WIRES 48' oc. AL= CARRYING CHANNELS AND WITHIN 6' C ©(WING METAL JOIST AND METAL DECK. OF ENDS OF CARRYING—CHANNEL RUNS. IN CONCRETE, ANCHOR HANGERS BY ATTACHMENT TO REINFORCING STEEL. BY LOOPS EMBEDDED AT LEAST 2. OR BY APPROVED INSERTS, FOR STEEL CCXdSTRUCTI N. WRAP HANGER AROUND OR THROUGH BEAMS OR JCNSTS. 3/8' ALL THREAD FROM INSTALL 1 1/2' CARRYING CHANNELS48• ox. (24" FOR FIRE—RATED CO — ETAL FURI6NG CHANNEL CLIP 5/E3' 0 UNC RAN. TO HANGER. STIWTION) AND WITHIN 6" OF WALLS. POSITION CHANNELS FOR PROPER CEILING TYPE "X" GYP, BD. PANELS }— ^t HEIGHT. LL. AND SECURE WITH HANGER WIRE SADDLE-11® ALONG CHANNELS (SEE t r� ` `� EVE ILLUSTRATION). PROVIDE 1' CLEARANCE BETWEEN RUNNERS AND ABUTTING WALLS AND C4 PARTITIONS. AT CHANNEL SPLICES, INTERLOCK FLANGES, OVERLAP ENDS 12' AND z Z SECURE EACH END WITH DOUBLE—STRAND 18—ga. TIE WIRE • WALL TYPE VARIES ERECT METAL. FURRING CHANNELS AT"RIGHT ANGLES TO 1 1/2' CARRYING CHANNELS. SPACE FURRING WITHIN 6 OF WALLS. PROVIDE 1 CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS. ATTACH FURRING CHANNELS TO 1 1/2' CHANNELS WITH USG FURRING CHANNEL CUPS (OR EQ.) INSTALLED ON Q ALTERNATE SIDES OF CARRYING CHANNEL SADDLE—TIE FURRING TO CHANNELS WITH INSTALL ABOVE BASE TO 48" A.F.F. DOUBLE—STRAND 16--ga. TLE WIRE WHEN CLIPS CANNOT BE ALTERNATED. AT CD r'000' 3 8" ALL THREAD OR AIRLINE CABLE SUPPORTING DECORATIVE MILLWORK SPLICES. NEST FURRING CHANNELS WITH AT LEAST 8' OVERLAP AND SECURELY 0 LJ SUSPENDED THROUGH CEILING TILE FROM HANGER TO COMPONENT. 7WIRE—TLE EACH END WITH DOUBLE STRAND 18—go. TIE WIRE. COMPONENT AIR UNE CABLE AND OR THREADED ROD AND SUSPENDED ':::;•:•' . `:.'�:;°;. �� 1 1/;' CHANNELS """'•'� FROM ABOVE BY OWNERS FIXTURE CONTRAGT0R. ACjNC 2' '[\LSA71N NICKEL CORNER GUARDS 4'-0 o.c. MAX A N REF. A1.2 FOR LOCATION. INSTALLED BY G.C. CLO K"'3 TO HANG CEILING ELEMENTS r4_� METAL CORNER GUARDS 5 SUSPENDED GYP. BD. CEILING ,,,_.,,,• A-2.2 SCALE: 1' = 1'=0" OP11ONAL CONDITION A-2.2 SCALE 3" - 1'-0" A-2.2 SCALE: 1 1/2" = 1'-0' DATA SOURCE UNITED STATES GYPSUM GYPSUM CONSTRUCTION HANDBOOK no- -x FITTING ROOM FRONT WALL AND AREA ABOVE MIRROR ALCOVES AND FASCIA TO 5—WAY MIRROR FITTING ROOM GROUPING TO BE ( SII z CAPPED WITH 5/8• TYPE Y GYP. BO. N • • • • • • J 3-5/8. 20 CA METAL. #% :r:.A :xxr.. • • • . . STUD BRACING AS REQ'D ELECTRICAL METAL TUBING 3-5/8' 20 GA. METAL STUD FRAMING FOR ONLY: I I 5/8' GYP. BD. CEILING AT 10'-0' A.F.F. 40-00 I .SIZE/..(D1A) STH (MAX,HT.) HEAD AND JAMB TO MATCH FITTING ROOM HEAD AND JAMB LESS DOOR STOP 3/4" 5'-2" 1" 6'-6"8#-60 I I W 2" X 2' HEAVY DUTY CLOSURE— 1 1%2" 9'-6" ANGLE 0 PERIMETER OF CEILING. 2" 12'-6" I I 2 1/2" 16 • '-6" • " I I ATTACH CEILING GRID TO CLOSURE ANGLE • NOTE, STRUTS, OTHER THAN EMT. MAY AT ONE SIDE ALL OTHER SIDES TO REST REQUIRE ENGINEERING CALCULATIONS. UPON do BE FREE TO SLIDE ON CLOSURE / ANGLE 1/2' EMT TIGHT TO STRUCTURE ABOVE. WALLS AS SCHEDULED ON A1.1 12 GA DIAGONAL WIRE BRACING 0 12 GAUGE VERTICAL HANGER COMPRESSION NOTE., � BRUCE M.CAFE I 'Z'"""S ( ) STRUT REQUIRED AT EACH SEISMIC RESTRAINT SECURE STRUCTURAL 8'-0' OC IN 4 DIRECTIONS. BRACING MEMEa SHALL START WITHIN 6' of EA WALL 8'-0' OC EACH WAY AND WITHIN 4'-0' OF WIRES STRII(•R1RA. STEMNO. 3112 " EACH WALL E.RS ABOVE. W NOT ATTACH TO I NiINNEAF'OL.IS,WWI COMPRESSION STRUT, SEE 3/4' EMT, NOTCH OVER MAIN RUNNER. ROOF DEM DETAIL 7B/A-2.2 I 10 OUTLINE OF 5—WAY MAIN HANGER WIRE 0 4'-0" OC. DRILL 5/32' HOLE FOR 1/8' BOLT do MIRROR FIXTURE BY B CE M. CA N, CHITECT LOCK NUT AFTER CEILING IS LEVEL FIXTURE VENDOR HEAVY DUTY T BAR MAIN I I RUNNERS 0 4'-0' OC. HEAVY DUTY T BAR MAIN RUNNER. I I IGNA E 3112 FOUR 12 GA SPLAY WIRES. SPLAYED I I REG. N0. 90' FROM EACH OTHER 0 45' MAX FROM CEILING PLANE ?„ I ( Architect's Job Number 10X5/8' POPLAR 14121.004 MILLET) WOOD BASE Drawn By CROSS TEE AMA I I Appv d By EJB A B I I Sheet Title DETAILS 7 COPRESSION STRCUT ACT CEILING r6 SECTION— FRAMING @ 5—WAY MIRROR FITTING ROOMS Sheet Number A-2.2 SCALE: NOT TO SCALE A-2.2 SCALE 3/4" - 1'—O' A� 2 .2 C� REGI 0 M&N, ARCHITECT 2014 BRUCE M. CARLSON P-17 P-4 P-2 P-2 P-3 P-3 P-3 O WALL STANDARDS NOTE: architecture • planning • interior design O O O O O O BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 NEW JOSLIN DISPLAYS INC. SURFACE MOUNTED WALL STANDARDS SECURED TO MINNEAPOLIS MN 55401-1148 P-4 P-4 P-4 15-5 1/2' BUSINESS DRESS WALL GRAPHIC EXISTING WALL 1' SLOTS 2' O.C. SURFACE MOUNTED STANDARDS PROVIDE BY PHONE: 612) 547-1300 OWNER, RECEIVED AND STORED PRIOR TO INSTALLATION BY GENERAL CONTRACTOR E—MAIL' AND INSTALLED BY GENERAL CONTRACTOR. ALL SURFACE MOUNTED STANDARD SHALL CONTACT: ERIC BROOSTIN BE INSTALLED PLUMB AND TRUE AND VERTICAL SLOTTING TO ALIGN HORIZONTALLY. G \ Project STANDARD LENGTHS PROVIDED BY OWNER AND SPECIALLY USED ARE AS FOLLOWS: P Address \ ! — 1 ::::::::......... :::::. :::::.,..... ::. . :::. :.: .:.:..... .....;. ....... ... ......... . ....... ..... \ ........................_...._......._..._... -._..._..... ..............._...._..........................._..._..........__........_.__.........__.__....__._................._ - , :,. :: :;::::::::::::::::::: 6:; :.`:: \ OPEN / OPEN / ;.: 48 HIGH STANDARDS FooTTIIIFAR DEPARTMENT, BELT FIXTURE D X L #9735 17 / 102' HIGH STANDARDS SALES AREA - 1 8 _ ::::::::�.::::::. ::. ::::. 102 HIGH SIDS POWDER COATED CASUAL DRESS i I / 1 8 / ( ) :::: . ......: ::. ::.:::: :::::::::::::: WASHINGTON SQUARE T00 ::. ::: :::::::......::::::::: 19 / :: 114 HIGH STANDARDS DENIM AREA IN STUDIO fN / • E . 126 HIGH STANDARDS CASUAL DRESS WITH WF 2 PANELS Q Q .::::::.::�::.:�::.�:•:::: . . . ....... X � w 10218 SW WASHINGTON 31 I \ 44 HIGH STANDARDS STUDIO AREA WITH T-SHIRT W 12 ! \ 1 ALL, ❑ / \ CV :. k.':ii•::('•r�i•::i•::i(•i:.: •`:• .::•:•::i•:i•::i•::::•::•i i•::•i:.. •:`• .i:•i r:::iii:::t::•::•: .... :::::. : ::.:. :::::::. . ::::: ':: ::::o ::....... ..... \ A.F.F. / \ ........ ... ...... .. ............... DESTINATIONXL : ::::.':::.::1 :: ::::.:: : : :::::::.'::::::.::::::. ::. :::. :I.: :. :.: :::::.:: : t. / \ SQUARE ROAD co — — — — — —040 \ o ALL SALES AREA SURFACE MOUNTED STANDARDS ARE TO BE MOUNTED 6 A.F.F. -�—� I / \ 1 TIGARD 0 R 1 I— -1 __J29 29 2 9 29 \ UNLESS OTHERWISE NOTED. 7 r f- h ...... \ 7 • L_ C 4 0 4 0 ......... lit 6 / \ 97223 TO 10 ELEVATIONS 0 FORTH D L CLARIFICATION f REFER INTERIOR ELEVAII N FOR ER STANDAR LOCATION LAR N \ / N N / :` 12 ••• Issue Date 04-21 -14 H F_21J 9 4 4 4 4 9 9 POLO WALL (BY OTHERS) DECORATIVE WALL PANELS MILLWORK CABINETS Revisions REF: 2/A1.5 WF-2 (WF 1D) Date Description By CASHWRAP POLO CASUAL CLUB BUSINESS DRESS D INTERIOR ELEVATION A-3.1 SCALE: i/4' = V-0' 0 0 0 0 CD0 P-3 20'-51/4' 17'-01/2' 29'-1 1/8' BUSINESS DRESS WALL GRAPHIC P-17 37'-5 3/4' BUSINESS DRESS WALL GRAPHIC P-17 q 3'-2 1/8' q, 16'-2' FOOTWEAR WALL GRAPHIC q 3'-2 1/8' q 16'-5' STUDIO WALL GRAPHIC �/ WF-5A WF-5A 21 -LINE OF PAINT 21 --- - - -- — - ---- - -MADE TO�IFJISURE -TRMSmON TRANSITION-4 = _ �/ _ _. _EH — ""_ ~� 6 6 6 6 FT I I io 13 N ❑ eo . . vi oo a `° co 6 6 6 6 Z I _ _ N II II II I 7 Ito � N 12 9 12 9 12 MILLW(RK CABINETS 12 g g g WF-1D 10' POPLAR WOOD WALL BASE 0 MILLWORK CABINETS MILLWORK CABINETS (WF-1 E) ® = T BUSINESS DRESS BUSINESS DRESS CLUB FOOTWEAR STUDIO �- N TER ELEVATION Q K__2� INTERIOR ELEVATION 3 INTERIOR ELEVATIONr4_' INTERIOR A N � �r, �3_ SCALE: 1/4' = 1'-0' �3_ SCALE: 1/4' = 1'-0' O �3.1SCALE: 1/4' = V-0' C/-) O Q _ N C� P-2 P-3 P-3 P 17 ELEVATION KEY NOTES O 24'-3' STUDIO WALL GRAPHIC 5 WAY MIRROR FIXTURE THIS IS PROVIDED BY THE FIXTURE r F_ -„ ' r_„y r-„Y4• r- ;• 20-2 1/8 ACTIVE WALL GRAPHIC El CONTRACTOR AND INSTALLED BY G.C. r-e• r-a• r� s-e• ❑ HOOKS INSTALLED AT 6'-6' A.F.F., PROVIDED BY TENANT, INSTALLED J `21 - - " 21 I LINE OF PAINT - - _ 1 Exis+1% ,_4 _ ,.� TRANSITION I 25 25 25 ao - - - _ 3 r� -- ° DECORATIVE WALL PANELS SECURED TO WAIT. BETWEEN STANDARDS. EIREF. 0I L Ll - / 2/A1.4, CUT PANELS ASN ED. a. EEO 6 q r 'r 6 d .a d a �� 6 6 6 6 6 6 6 6 6 6 5 CEMENT BOARD WALL PANELS SECURED TO WALL BETWEEN '' '' '' / / \ ❑ STANDARDS. Rff: 3/A1.4 El E ____ El O N // — 6 SURFACE MOUNTED STANDARDS (SATIN NICKEL FINISH) SUPPLIED BY — a : a ❑ TENANT, INSTALLED BY G.C. a � . > / / 101, // 26 27 ° °a o: c // ,/ \ ❑7 FIXTURE CORNER FILLER. %� r o b b b b ° a. ° a: 25 25 25 N I LJ _ , I , ;� - 8 NEW DOUBLE DOORS TO MATCH E STOREFRONT .:::::::..: a t0 ❑ ❑ ❑ GO Co 00 v / / - 7 1 El El / / w ................ a d 0 4 VINYL BASE Rff: A1.2 FOR SPEC. d 4�L z d ° X NEW MIRROR 9 9 EDJCEI 5 5 9 9 9 9 22 18 22 11 FAUX BEAMS SUSPENDED FROM STRUCTURE ABOVEFMWF-6A WF-6C dt WF-6A WF-6A INI WALL Rff: 3/A . MILLWORK OUTRIGGERS IN FRONT OF WALL 12'-0' LONG WALL SIDS. MTD. STANDARDS WF-8 12 STAND OFF WALL SYSTEM. Rff: F-1.1 STUDIO ACTIVE ACTIVE ENTRANCE CASHWRAP 13 PUCK PANEL FIXTURE FURNISHED BY TENANT VENDOR AND INSTALLED BY G.C. LU 5 INTERIOR ELEVATION 6 INTERIOR ELEVATION 14 S�RYFB REF! A!.! FOR 191109618% • 1 4' = 1'-0' - SCALE 1 4' = 1'-0' �fi> l! A8R*F a-- _=.._..- -- A-3.1 �• / A 3.1 / H REF! 1141.'I•,•• H -5- -449 C ❑17 SURFACE MOUNTED STANDARDS (POWDER COATED FINISH) SUPPLIED BY TENANT, INSTALLED BY G.C. 18 OUTLINE OF POS. BRt�MM.CARLSON FLAT SCREEN MOUNTED TO WALL PER MANUFACTURERS s► N0. 3112 19 REQUIREMENTS, BOTTOM OF TV 0 5'-6' A.F.F. BLOCKING IN WALL P-3 P-3 P-3 P-3 P-3 P-3 BY G.C. c� M 1NNW0US,MINNF', r� 19" 9 i av ISI nn INN REP! ARA POR M9R[ 20 ,� �v�, ,���rL�WfrFf3c .�_-- „�-r-rv�r,vrvrer 8'-2' CLEARANCE WALL GRAPHIC 12'-2' CLEARANCE WALL GRAPHIC 12'-2' CLEARANCE WALL GRAPHIC 16'-2' CLEARANCE WALL GRAPHIC 12'-2' CLEARANCE WALL GRAPHIC 21 WALL GRAPHIC. 10' POPLAR WALL BASE, PAINTED TO MATCH WALL Rff: A1.2 FOR BRUCE M. &4!W, ARCHITECT MORE INFO. . . fGNA`fl1RE� -- _. .... .._................_.. ..._ ............................. ..._-........ \ / _...... _............... _............... ._. .........._._ _...................._- __ _....... 3112 ' 24 . . .....__..........- - -....._......__ .._. ._......_.._..... \\ OPEN // \ OPEN / REG. N0. 6 6 6 6 6 6 6 6 \\ // 6 6 6 25 LIGHT BOXES IN WALL BEHIND OUTRIGGERS, PROVIDED BY TENANT, SUPPLIED AND INSTALLED BY G.C. vi \ / / 26 LP MONITOR MOUNTED AT 80' A.F.F. RECEPTACLE AND CABLING Architect's Job Number X / /X\ / ❑ BEHIND/ ABOVE MONITOR. USE RECESSED OUTLET COVER. Draw 004 13 // \\ // 27 SECURITY KEYPAD. AMA n I3Y / \ / / \ / 107 v'd B cc / \ m ...................... co so / \ c� b 28 APP Y olo / \ Go a °D °O / \ oo EJB / \ F7 \ � / \ 7 \ 29 CORNER GUARD. Sheet Title 30 HINSTALLEDMIGNC PROVIDED BY FIXTURE CONTRACTOR AND INTERIOR 92929 9 9 s sELEVATIONS Sheet Number IF CLEARANCE CLEARANCE CLEARANCE CLEARANCE 7 INTERIOR ELEVATION g INTERIOR ELEVATION g INTERIOR ELEVATION p INTERIOR ELEVATION A-3.1 SCALE: 1/4' = 1'-0' A-3.1 SCALE: 1/4' = V-0' A-3.1 SCALE: 1/4' = 1'-0' ��3. SCALE: 1/4' = V-0' A�3.1 bW1Gk&t6t 0 &&N, ARCHITECT 2014 E X11 q M.q ; E K� CARLSON architecture P-3 P—Z BRUCE M. • planning - interior design CARLSON, ARCHITECT 800 WASHINGTON AYE. N., SURE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL• InfoOcmarch.com WALL STANDARDS NOTE: CONTACT: ERIC BROOSTIN T-3 NEW JOSUN DISPLAYS INC. SURFACE MOUNTED WALL STANDARDS SECURED TO Project Address EXISTING WALL. 1' SLOTS 2' O.C. SURFACE MOUNTED STANDARDS PROVIDE BY OWNER, D X L #9735 RECEIVED AND STORED PRIOR TO INSTALLATION BY GENERAT. CONTRACTOR AND INSTALLED BY 31 31 31 GENER& CONTRACTOR. ALL SURFACE MOUNTED STANDARD SHALL BE INSTALLED PLUMB AND WASHINGTON SQUARE TOO TRUE AND VERTICAL SLOTTING TO AILJGN HORIZONTALLY. • 10218 SW WASHINGTON / \ / STANOAtRO LENGTHS PROVID@ BY OWNER AND SPECIALLY USED ARE AS FOLLOWS; ErLV. E . 48" HIGH STANDARDS FOOTWEAR DEPARTMENT, BELT FIXTURE SQUARE ROAD 108 " 109 / 110 109 109 109 102" HIGH STANDARDS SALES AREA 00 o a b 102" HIGH SIDS (POWDER COATED) CASUAL DRESS T I G A R Q 0 R � 114 HIGH STANDARDS DENIM AREA IN STUD \ / \ 84 '� 'L__! 126' HIGH STANDARDS CASUAL DRESS WITH WF-2 PANELS 97223 \ / \ 144' HIGH STANDARDS STUDIO AREA WITH T—SHIRT WALL. 12' A.F.F. ALL SALES AREA SURFACE MOUNTED STANDARDS ARE TO BE MOUNTID 6' A.F.F. Issue Date 9 23 9 9 UNLESS OTHERWISE NOTED. REFER TO INTERIOR ELEVATIONS FOR FURTHER STANDARD LOCATION CLARIFICATION Revisions T-3 Date Description By BATHROOMS FITTING ROOMS o INTERIOR ELEVATION 2 INTERIOR ELEVATION ��1. SCALE 1/4' = 1'-0" �,�3. SCALE: 1/4" = 1'-0" Q ELEVATION KEY NOTES CD 0 Q1 CD Q AN, uirr411 E9 BY THE »» O D " D S. P-9 P-9 P-9 P-24 P-9 aQE.G( ATl1lC IIIAI 1 1']40196 9 699 R99 T9 IAIAI 6 ❑E-*i 1 94019Ir S+ANBARBS. REF- 3/A1.5 � W REF. 2/41.5, 6U+ PAIEL6 AS HEEBE9. 6 SURFACE MOUNTED STANDARDS (SATIN NICKEL FINISH) SUPPUED BY TENANT, INSTALLED BY G.C. CY Q rlvn inr n»nAlER FILLER. rn• ♦ ) r� • � r� a 64 " VINYL BASE REF.: 41.2 FOR SPEC. ,Q.j O O NEW MIRReR (F 24A). JT 1 1 1 1 1ago1 1 1 1 1 1 10 cv 11 V EJ 9 9 9 9 9 12 . NI i4 14 MCK PA11ft FIXTURE MY FdRIMMED 111' THIMIT VENDOR Al CO 13 .. . ESSENTIALS ESSENTIALS ESSENTIALS INS%EEB BY 14 CURVED WALL. REF: AM FOR DIMENSIONS �--- N Q C.L 3 INTERIOR ELEVATION q. INTERIOR ELEVATION INTERIOR ELEVATION 15 ,�.�, 3:: A-3.2 SCALE: 1/4' = 1'-0' �1. SCALE: 1/4' = 1'--0' A-3,2 SCALE 1/4' = 1'-0' `,./ 16 $r 17D 18 OUTLINE-9F-POS 1.� 9 " . . . L/O-) 1 O Q 2011 N 21 W GRAPI+iC CD •••••` P-17 P-17 P-17 O 22 MORE INFO 23 NEW HI/LO DRINKING FOUNTAINS. REF: 15/A1.4. 24 FITTING ROOM DOORS. REF-. A-0.6 do M.I. / \ / / \ / 25SUPPLIED AND NSALLEB BY z j \ / \ 26 0 27 SEG 1�CGURIP I(EfP7iD: _ } OPEN .� OPEN \ / \ / 28 HGIR ;ROWGI6 Rik 2,424 .. \ / \ I::M .:... \ / \ 31 MAGNETIC FRAME PROVIDED BY FIXTURE CONTRACTOR AND 74 INSTALLED BY G.C. 9 (STING COLUMN SI1NG COLUMN 9 EXISTING COLUMN—/ 9 �I DISPLAY WINDOW DISPLAY WINDOW DISPLAY WINDOW W INTERIOR ELEVATION 7 INTERIOR ELEVATION g INTERIOR ELEVATION 1 4" = 1'- " SCALE: Ile = 1'-0' 1 4' _ -ON A-3.2 sauE: / 0 4`3.2 / A-3.2 scAVE: / 1 BRUCERCOLSON • No. 3112 ,f) MINNEAI' W M1NNFF",s7,' 1 BRUCE M. 0 R ITECT t (GNAT 3112 REG. NO. Architect's Job Number 14121.004 Drawn By AMA Ahpv,d By EJB Sheet Title INTERIOR ELEVATIONS Sheet Number 302 COWIGP 0 &R&N, ARCHITECT 2014 FITTING ROOM ACCESSORIES SCHEDULE: ID. No. DESCRIPTION MOUNTING HEIGHT MODEL NUMBER PROVIDED/INSTALLED BY: FITTING ROOM GENERAL NOTES: FITTING ROOM AREA NOTES: jINUM M. WALL MOUNTED MIRROR HEAD A 96' SILL A 16" A.F.F. IN CHANNEL --- MIRROR FRAME PROVIDED BY TENANT A. MIRROR TO BE MOUNTED ON WALL OPPOSITE BENCH. 1. THE EXTERIOR OF THE FITTING ROOM ENTRANCES ' ;_._ CARL90N OTOP AND BOTTOM. MASTIC APPLY do SEAL VENDOR AND INSTALLED BY G.C. AND THE CURVED WALLS OF THE FITTING ROOM architecture • planning • interior design TO WALL. B. BENCH TO BE ANCHORED TO ADJACENT WALL. PARTITIONS REQUIRE IN WALL METAL STRAPPING AS BRUCE M. CARLSON, ARCHITECT BLOCKING FOR WALL FIXTURING. SEE ELEVATIONS 800 WASHINGTON AVE. N., SUITE 208 OWALL MOUNTED COAT HOOKS 6'-0' A.F.F. TO CENTERLINE . 4'-0' A.F.F. GINGER, SURFACE (TEM 12810 SATIN NICKEL COAT HOOK PROVIDED BY TENANT VENDOR C. CLEAR SPACE MUST BE MAINTAINED. AND FIXTURE PLAN. 2 ADA FITTING RM TO CENTERLINE VERIFY FINISH CARLSON DESIGN PRODUCTS, AND INSTALLED BY G.C. MINNEAPOLIS, MN 55401-1148 WITH TENANT'S PROJECT MANAGER. 810-227-9606 D. DOOR SWING IS NOT TO BE IMPEDED. 2. COORDINATION OF IN WALL BLOCKING FOR MONITORS PHONE: (612) 547-1300 AND ELECTRICAL BOXES WILL BE REQUIRED. E—MAIL- infoOcmarch.com ODOOR STOP MOUNT ON WALL BEHIND DOOR AT 12' A.F.F. SIGNATURE HARDWARE - 4.75' SOLID BRASS DOOR STOP PROVIDED BY TENANT AND E LOCATION OF MIRROR AND BENCH TO BE INSTALLED AS SHOWN ON PLANS. CONTACT: ERIC BROOSTIN 3 PROVIDE BLOCKING FOR DOOR STOP. EXTRA LONG ROOK DOORSTOP - BRUSHED INSTALLED BY G.C. NICKEL F. G.C. TO PROVIDE IN WALL F.R.T. BLOCKING OR STRAPPING FOR MIRRORS, INTERIOR FITTING ROOM BENCH. 17' ABOVE FINISHED FLOOR FITTING ROOM BENCHES PROVIDED BY F.C. BENCH PROVIDED BY TENANT VENDOR AND HOOKS AND SHELVES. Project Address O ADA BENCH TO BE FLOOR (LEIDEN) AND INSTALLED BY G.C. INSTALLED BY G.C. SUPPORTED do FASTENED TO WAIL. F21-A (ADA), F21-B; SEE BENCH NOTES G. G.0 TO CAP ALL VOID SPACES WITH METAL FRAMING AND 5/8' GYP. BD. D X L #9735 / O5 H/C FITTING ROOM DOOR SIGNAGE 60" A.F.F. ON CENTER ON LATCH SIDE --- SIGNAGE PROVIDED BY TENANT VENDOR WASHINGTON SQUARE TOO OF DOOR. AND INSTALLED BY G.C. BENCH NOTES: --- WALL GRAPHIC FULL WAIL GRAPHIC FROM BASE TO PROVIDED BY TENANT VENDOR AND O SIZE: BENCHES SHALL HAVE SEATS 42 INCHES (1065 mm) IN LENGTH, 24 INCHES (610 mm) IN DEPTH MAX. 10218 SW WASHINGTON 6' METAL STUD STRAPPING TO \ / s UNDERSIDE OF FINISHED CEILING. INSTALLED BY G.C. BACK SUPPORT: THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A WALL BACK SUPPORT SHALL BE 42 SQUARE ROAD SECURE FITTING ROOM HARDWARE G.C. TO PREP NEW DRYWALL PER SECTION INCHES (1065 mm) MINIMUM IN LENGTH AND SHALL EXTEND FROM A POINT 2 INCHES (51 mm) MAXIMUM ABOVE THE SEAT SURFACE TO 3.5 ON Ao.5 A POINT 18 INCHES (455 mm) MINIMUM ABOVE THE SEAT SURFACE BACK SUPPORT SHALL BE 2 1/2' INCHES (64 mm) MAXIMUM FROM T I GA R D OR THE REAR EDGE OF THE SEAT MEASURED HORIZONTALLY. � FRAMED 28'X72'X1/4' CLEAR PLATE \ PIN LEDGE 54' A.F.F. AND 4$' A.F.F. AT H.C. FITTING PIN LEDGE PROVIDED BY TENANT AND GLASS MIRROR SECURED WITH TOP O INSTALLED BY G.C. HEIGHT: THE TOP OF THE BENCH SEAT SHALL BE 17 INCHES (430 mm) MINIMUM AND 19 INCHES (485 mm) MAXIMUM ABOVE THE 97223 AND BOTTOM CHANNELS AND FRAMED ROOM WITH 1'X4-1/2' WOOD FRAME O --- FLOOR, MEASURED TO THE TOP OF THE SEAT. CLEAR SILICONE FRAME TO WALL FOR \ / e CHALK BOARD (FITTING ROOM DOOR) SEE INTERIOR ELEVATIONS, SHEET A3.2 CHALKBOARD PROVIDED BY TENANT STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE Issue Date SECURITY MEASURES. O VENDOR AND INSTALLED BY G.C. OF 250 POUNDS (1112 N) IS APPLIED AT ANY POINT ON THE SEAT, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE 04-21 -14 COAT HOOKS PROVIDED BY TENANT'S \ / -��', DED BY TENANT --- CHALKBOARD VALUES PROVIDED Revisions VENDOR AND INSTALLED BY G. C. / O CHALK BOARD VALUES SEE INTERIOR ELEVATIONS, SHEET A4.2 VENDOR AND INSTALLED VI G.C. Date Description By HOOKS TO BE GINGER SURFACE SINGLE HOOK ITEM 12810 SATIN NICKEL V-6' 2'-0• CARLSON DESIGN PRODUCTS. L 6" METAL STUD STRAPPING TO 2 20, MIN. ADA F21-A FITTING ROOM BENCH SECURE FITTING ROOM HARDWARE / \24 WX SECURED TO PARTITION. 10" MDF BASE BY FIXTURE VENDOR, BENCH BY F.C. SECURED BY G.C. SCREWED AND GLUED TO PARTITION, REFER C B TO SHEET A1.2 FOR MORE INFORMATION FINISHED FLOOR. REFER TO FINISH I-— — F-21 A 9 PLAN SHEET FOR MORE INFORMATION.-- 6' METAL STUD STRAPPING TO O ADA FITTING FR-M CD SECURE FITTING ROOM HARDWARE _ — _ ROOM 1 ACC- 9 Q / A-4.1 4 ELEVATION 0 ADA FITTING ROOM ' 6 A4.1 SCALE: 1/2'=1'-0" yA W i 8 Q 1 3 �� UCY _ 5 V) F-21 B Z By 0 M 9 •' N 6 ROOM 2 C-47 N 5 7 5 � L A-4.1 8 6 11 7/e' m n 5/8" GYPSUM BOARD ON 3-5/8' METAL A-4.1 A-4 tC V) STUD FRAMING WITH 6" METAL STUD 7 8 L� Q STRAPPING AS "WIND BRACE' AND TO 2 A-4.1 SECURE FITTING ROOM HARDWARE M 3 p OPEN CUSTOM MADE RECESSED PANEL 36' X 74' X 1-3/4' DOOR. / /•� COAT HOOKS PROVIDED BY TENANT'S v ♦ 0 VENDOR AND INSTALLED BY G. C. EQ. EQ. HOOKS TO BE GINGER SURFACE SINGLE / C V F- 21 B M HOOK STEM f 2810 SATIN NICKEL3/4'X4 1/2 POPLAR JAMB AND CASING 9 4 M �✓ v 4 CARLSON DESIGN PRODUCTS. 4 / / MATCHING CURVATURE OF WALL GENERA. O Q Q CONTRACTOR TO KERF BACKSIDE OF O / CASINGS TO ACCOMPLISH CURVING. HEAD 6 ROOM m M N 9 7 / OF JAMB TO MATCH WALL RADIUS. ROOM 3 d- • 11 1/8' / g 7 5 L� 0 4 6` METAL STUD STRAPPING TO A-4.1 � SECURE FITTING ROOM HARDWARE 4 8 6 ADA F21-A FITTING ROOM BENCH \ A-4.1 A-4 J A . SECURED TO PARTITION. BENCH TO 7 42" HOLD q BE 24"X42' IN SIZE AND BETWEEN 2 A-4.1 8 17"-19' A.F.F. HIGH. � \ BENCH BY F.C. SECURED 8Y G.C. L4 \ 1 3 11 Ad � \ 10' MDF BASE BY FIXTURE VENDOR Ad \ 10' MDF BASE BY FIXTURE VENDOR — — — — ———-1 SCREWED AND GLUED TO PARTITION, REFER \ SCREWED AND GLUED TO PARTITION, REFER —— — — —— _,_U TO SHEET A1.2 FOR MORE INFORMATION \ TO SHEET A1.2 FOR MORE INFORMATION O I I FINISHED FLOOR. REFER TO FINISH PLAN SHEET FOR MORE INFORMATION. ot� FINISHED FLOOR. REFER TO FINISH PLAN SHEET FOR MORE INFORMATION. 5 ELEVATION @ FITTING ROOM, TYP. 6 ELEVATION @ FITTING ROOM, TYP. 1 ENLARGED LOWER HALF OF FITTING ROOM PLAN A4.1 SCALE: 1/2'1 A4.1 SCAM 1/2'=1'-0' �4.1SCALE: 1/2"=1'-0' LU O FRAMED 32'X80'X1/4' CLEAR PLATE GLASS IVA MIRROR SECURED WITH TOP AND BOTTOM CHANNELS AND FRAMED WITH 1"X4-1/2' i WOOD FRAME CLEAR SILICONE FRAME TO " , SALES AREACUSTOM FABRICATED HEAD JAMB TO MATCH WALL FOR SECURITY MEASURES. FRAMED 28"X72"X1/4 CLEAR PLATE GLASS / PARTITION CURVE AT 10'-0' TYPICAL Ali ! BRUCER CARLSON n MIRROR SECURED WITH TOP AND BOTTOM / OPENINGS IN FITTING ROOM WAIL r� CHANNELS AND FRAMED WITH 1'X4-1/2' KERF HEAD AND JAMB CASINGS AND OPEN WOOD FRAME CLEAR SILICONE FRAME TO / sroP m sroP � 2'-„• No. 3112 FI METAL STUD STRAPPING TO SECURE VENEER EXPOSED EDGES TO MATCH Ri l`NNEAPOUS,MINNE '. FITTING ROOM HARDWARE WAIL FOR SECURITY MEASURES. � � / NOTE: �F� � / ROUGH DOOR OPENINGS WHERE DOOR OPENS — — — — —— —— — — — — — — — — — —— — = POPLAR SPECIES FOR FINISH AS INDICATED INTO FITTING ROOMS ARE DIFFERENT THAN 6 METAL STUD STRAPPING TO / — — — — —— — — — — — — — — — — — — ON FINISH PLAN. Y CUSTOM MADE RECESSED PANEL SECURE FITTING ROOM HARDWARE THE OUTWARD OPENING OF THE ADA FIRING / 5/8"X1-1/2 SOLID DOOR STOP AT DOOR F- — — —— — — —— 36' X74' X1-3/4' DOOR. s ROOM REQUIREMENT. PLEASE NOTE TO — — _ \ / / FRAMING CARPENTER ROUGH CARPENTER, AND LENGTH ONLY ON JAMBS. L — — J 1'_g• -0• / � — BRUCE M. CAR SO , ARCHITECT ` 6' META_ STUD STRAPPING TO DOOR SUPPLIER. DOOR IN EITHER CASE IS — — — — — — — — — — — — — — — SECURE PETTING ROOM HARDWARE / 3'-0` WITH BEVELED EDGES. � -” — —— — — — — —— — -" — — 4 1/2" X 3/8" KF_RFED POPLAR CASING � 2 / i / I TYPICAL WITH EXPOSED EDGES KERFED TO FITTING ROOM 1 4 F- — — —— — 4 / I CUSTOM SIGNA UR FFABRICATED RECESSED PANEL N COAT HOOKS PROVIDED BY TENANIT'S L — — — — J N / I DOOR WITH 5-1/2" SOLID STILES AND 3112 VENDOR AND INSTATED BY G. C. SALES AREA CUSTOM FABRICATED RECESSED PANEL DOOR ` RAILINGS RABBETED AND DOWELED TO REG. NO. o COAT HOOKS PROVIDED BY TENANT'S VENDOR HOOKS TO BE GINGER SURFACE WITH 5-1/2' SOLID STILES AND RAILINGS ACCEPT 3/4' VENEERED BIRCH PANEL o AND INSTALLED BY G. C. HOOKS TO BE SINGLE HOOK ITEM 12810 SATIN � STOP TO STOP IS 2-11 1/2• RABBETED AND DOWELED TO ACCEPT 3/4 � 2810 GINGER SURFACE SINGLE HOOK ITEM NICKEL CARLSON DESIGN PRODUCTS. VENEERED BIRCH PANEL. Architect's Job Number I� \ NOTE: 14121.004 N o ! SATIN NICKEL CARLSON DESIGN PRODUCTS. / \ 5/8'X1-1/2` SOLID DOOR STOP AT DOOR ROUGH DOOR OPENINGS WHERE DOOR Drawn B — _ LENGTH ONLY ON JAMBS. �� OPENS INTO FITTING ROOMS ARE DIFFERENT AMA y 6' METAL STUD STRAPPING TO SECURE F21-B LOOSE FITTING ROOM — — — — — — — — — THAN THE OUTWARD OPENING OF THE ADA 4 1/2 X 3/8 KERFED POPLAR CASING f FITTING ROOM HARDWARE BENCH SECURED TO PARTITION. 4 — TYPICAL WITH EXPOSED EDGES KERFED TO FITTING ROOM REQUIREMENT. PLEASE NOTE Appv'd By BENCH TO BE 18'X60' MINIMUM. — — BE VENEERED. TO FRAMING CARPENTER, ROUGH CARPENTER, EJB • BENCH BY F.C. SECURED BY G.C. / \ -- -_— — — —_ — — — — —— ——— — — — — — — CUSTOM FABRICATED HEAD JAMB TO MATCH \ AND�DOOR SUPPLIER. DOOR IN EITHER CASE Sheet Title _ — — — IS 3-0 WITH BEVELED EDGES. 4 10' MDF BASE BY FIXTURE VENDOR, 10` MDF BASE BY FIXTURE VENDOR, \ — PARTITION CURVE AT 10'-Ow TYPICAL ALL ENLARGED L —— —— — — —— J SCREWED AND GLUED TO PARTITION, RUM SCREWED AND GLUED TO PARTITION, REFER / FITTING ROOM OPENINGS IN FITTING ROOM WAD.. \ FITTING ROOM �rr TO SHEET A1.2 FOR MORE INFORMATION TO SHEET A1.2 FOR MORE INFORMATION / r— — KERF HEAD AND JAMB CASINGS AND \FINISHED FLOOR. REFER TO FINISH PLANS VENEER EXPOSED EDGES TO MATCH � 0 4 FINISHED FLOOR. REFER TO FINISH PLAN PLAN SHEET FOR MORE INFORMATION. I POPLAR SPECIES FOR FINISH AS INDICATED ON FINISH PLAN. \ SHEET FOR MORE INFORMATION. N, Sheet Number 3 PROVIDE BLOCKING FOR DOOR STOP. 7 ELEVATION @ FITTING ROOM, TYP. 8 ELEVATION @ FITTING ROOM, TYP. ( 3"'� PLAN @ ADA FITTING ROOM DOOR, EYP. 2 PLAN @ FITTING ROOM DOOR, TYP. A-4.1 A4.1 sc,ALE: 1/2'1A4.1 SCALE 1/2' A4.1 A4.1 bW1Ah&t1 0 AftN, ARCHITECT 2014 P-2 P-2 P-2 P-2 BACK OF HOUSE ACCESSORY SCHEDULE MPM121109 DESCRIPTION MANUFACTURER MODEL NUMBER LOCATION PROVIDED/INSTALLED SEE 0 LOCKERS PENCO OR EQUAL ADA COMPLIANT COLUMNS REQUIREDFORNUMBER OF GTENANT UPPED ED MIR WIL M.II P-2 P-2 CARLWN �� 1" © REFRIGERATOR - 32x25 VISSANI HMDR1030WE BREAK AREA G.C. INSTALLED architecture • planning ® interior design © TENANT SUPPLIED BRUCE HCON AVE. , ARCHITECT MICROWAVE - 18X20 GENERAL ELECTRIC JES1358WL BREAK AREA SHELF MTD G.C. INSTALLED 800 WASHINGTON AVE. N., SUITE 208 TENANT SUPPLIED MINNEAPOLIS, MN 55401-1148 INSTALL WALL 0 COFFEE MAKER - 12x12 BLACK AND DECKER DE755B BREAK AREA ON COUNTER G.C. INSTALLED PHONE: (612) 547-1300 MOUNTED P-2 TENANT SUPPLIED E-MAIL- inffoOcmarch.com SECURITY MONITOR SEMI-GLOSS 110 OE TABLE - 46' DIA. ESSENTIAL HOME (5) (4) FOLDING CHAIRS SET IN BREAK AREA G.C. INSTALLED CONTACT: ERIC BROOSTIN AT THIS LOCATION. PROVIDE BLOCKING VENDOR SUPPLIED AS NECESSARY. q \ 4 F SERGER LIEBERSEW 373 VENDOR TAILOR SHOP 0 r — — — ao VENDOR VENDOR SUPPLIED Project Address 0 0 ® 1 0 Fa-_-01 I © BLIND STITCHER LIEBERSEW TAILOR SHOP VENDOR INSTALLED D X L #9735 L — — — OH SEWING MACHINE LIEBERSEW 8700 VENDOR TAILOR SHOP VENDOR SUPPLIED WASHINGTON SQUARE TOO LEAVE CLEARANCE J THEOBOARD VACUUM/BLOWING TBD VENDOR VENDOR S PP VENDOR ED P N DE SK AND EN �GERS / O BOARD TAILOR SHOP VENDOR INSTALLED 10218 SW WASHINGTON D O O SECURITY MONITOR OK BOILER & IRON TBD VENDOR TAILOR SHOP VENDOR SUPPLIED VENDOR INSTALLED SQUARE ROAD FOR TENANT VENDOR SUPPLIED PROVIDED LAPTOP. © CUTTING TABLE TAILOR RM SUPPLIER 3OX60 LAM TABLE TAILOR SHOP VENDOR INSTALLED T I G A R D , OR Al- 0 MANAGER'S DESK - 30x60 by TENANT LEDGE B.G.C. MANAGER'S OFFICE GTENANT UP�PL IED 97223 B-1 VWB- \4013- VWB- ON FILE CABINET - 25x15x29 by TENANT TBD MANAGER'S OFFICE TENANT SUPPLIED G.C. INSTALLED Issue Date OO FILE CABINET - 25x15x52 by TENANT TBD MANAGER'S OFFICE TENANT ENA NSSUUPLPEDuED 04-21 -14 G. Revisions 1 ELEVATION @ MANAGER'S OFFICE 2 ELEVATION @ MANAGER'S OFFICE 3 ELEVATION @ MANAGER'S OFFICE 4 ELEVATION Q MANAGER'S OFFICE © SAFE — 24.5x18.25x18.25 by TENANT TBD MANAGER'S OFFICE TG.C. INSTALLED ENANT SUPPUED Date Description By �.2SCALE. 1/2'=1'-0' �.2SCALE. 1/2'=1'-0' �.2SCALE- 1/2'=1'-0' �.2SCALE: 1/2'=1'-0' VENDOR SUPPLIED � ® BUTTON SEWER LIEBERSEW 8700 VENDOR TAILOR SHOP VENDOR INSTALLED IN-COUNTER SINK KINDRED QSL1515-6N STAINLESS STEEL SELF-RIMMING BREAK AREA G.C. SUPPLIED 0 BAR SINK- 15-7/16' X 15-1/8' X 6' AND INSTALLED Q FAUCET: DELTA 101 DST STRAINER: 1135 0 0 STOOLS TBD TBD BREAK AREA TENANT SUPPLIED G.C. INSTALLED 0 16' D.SHLF 16' D.SHLF 16' D.SHLF 16' D.SHLF 16" D.SHLF 16" D.SHLF 16" D.SHLF 16' D.SHLF 16' D.SHLF 16' D.SHLF Q 14'-0' 48'TALL WALL SIDS. AT 36' A.F.F. s 12 2'-0' 2'-0' 2'4' 2'-0' 2'—D' 2'-0' 2'—V O CDQ 8" D.SHLF 8' D.SHLF 8" D.SHLF 8' D.SHLF 8' D.SHLF 8' D.SHLF 8' D.SHLF 8" D.SHLF 8" D.SHLF 8' D.SHLF HOlILS BAG ING II N ( z CD Q r X13 �13S M3S�I3 311 H011l aNll9 M3S 3931 N 1H0 H1S M3S� 831 RACK C� I w 4 I 4 I z � I caw I O w LIJ LL: H F UG _ `� I I m I 11 1-- W i p ¢ A-4.2 Q z • I - - � F�_-- U O \ 6 L N O = Iii Q JCED - - CHD -- I / a-4 2 _ I J CC C-4 rq LLJ 3I I I o z W I A-4.2 `� W B-1 N m B-1 N B-1 ( ANT ;, ROLLE V 4 ,\ SHOP TAILOR ,- - -- - - - - - -, n z \ Z �� , �' I I N - - - - - - - - 'V �J 0 ----J L F- N K'5'� TAILOR SHOP ELEVATION 6 TAILOR SHOP ELEVATION (TNTAILOR SHOP ELEVATION Q ' N �.2scAlE 3/8"=1'-0" �.2SCALE~ 3/8"=1'-0' A4.2 SCALD~ 3/8"=1'-0" NVOG ONIMoia/nnnOVA I I Z ,e G�IVOGO]Hl ( I I I I I I I I L - - - - — I I I I I I I I I I I I I I I i I I --_i_–_ ------- I I 1'-0' 2'-0 2'-0' 2'-0' 2'-0' 2'-0' 2'-0' 2'-0' 2'-0' 2'-0' 2'-0" 2'-0' 2'-0' 2'-0' 26'-0' _ P-2 72' TALL WALL STANWDS 110Utd1ED 12' ASS ♦ ^ STOCKROOM PATCH AND REPAIR CONTINUOUS WHITE I O Q SCRIM AS REQ'D. C'-4 OZLx „8-bx „ z OZLx 'Ax „ z OZLx38 x „ z X x x x x x x 8� x „5 L „OZ L x „8� x „5 L „OZ L x ,2� x ,9 L ,� I I OZL „8� „5L „OZL „8� „5L „OZL „8� „5L „OZL „ _ - - - - - - - - - - / 0 I 2 I "On x "et x "q5 „OZ L x "et x "SL "On x "et x „5 L "On x "et x „5 L "On x „8t x „5 l "On x "qt x "S1 - J „OZ L x 38 xJZ „OZ L x „8-b x „ z „OZ L x "ev x Jz x / / I A I I o A-4.2 12 I � O� OFFICE �1 v 0 I 14.2 I FM\ / I Z__ J]d I I J_ I ® ® ................ ........... .................. IJVS I 0 P _ NNIS B1 B 1 _ X x x X x x x x x x x x x x OZ L 8�b tiZ OZ L 8� �Z OZ L 8ti �Z OZ L 8� �Z OZ L 8'b �bZ OZ L 8�b �Z OZ L 8� �bZ dONI I � P FM 8 TAILOR SHOP ELEVATION 9 BACK OF HOUSE PLAN 10 BACK OF HOUSE PLAN A4.2 SCALE 3/8'=1'-0" A4.2 SCALE: 3/8"=1'-0" A4.2 SCALE: 3/8'=1'-0' LU G.C. TO CONFIRM RECEPTACLE TYPE / PLACEMENT COORDINATES WITH REFRIGERATORWATER HEATER MOUNTED P-2 SPECIFICATIONS. ON PLATFORM, SEE ��''' PLUMBING DRAWINGS BRUCE.CARLSON (' NOTES FOR BREAK AREA SINK: 8'-0' (5) EQUAL CABINETS P_2 ® �0. 3112 PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY UPPER CABINETS WITH ADJUSTABLE 0I 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND SHELVES. PROVIDE 4" WIRE PULLS IN TOE SPACE UNDERNEATH THE LAVATORY. ALUMINUM FINISH 0 �4 UPPER CABINETRY WITH TWO ADJUSTABLE P_2 INSULATE OR COVER HOT WATER AND DRAIN , , 1-1 INTERIOR SHELVES TO MATCH CABINET. PIPES UNDER LAVATORIES. i i i IN, BRUCE M. L 01 A HITECT 12'-8' NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. IN, / , CV CV 1'-8' s' 1'-8' s' t'-8' s' —1 _ _ �,_ _ _ _ _ _ _ _ G.C. TO PROVIDE IN-WALL F.R.T. WOOD SI E FAUCET CONTROLS AND OPERATING /' 3�_4• BLOCKING, INSTALLED HORIZONTALLY 3112 — — — BETWEEN STUDS, FOR SECURING OF LCP MDP CIRCUIT PANEL A AYA 500 MECHANISMS ARE REQUIRED TO BE OPERABLE REG. NO. SECURII (PHONE I I WITH ONE HAND AND CAN NOT REQUIRE 4' BACK SPLASH FRP-1 1.-0. • CABINETRY. (TYP.) (PANEL I n IISYSTEM GRASPING, PINCHING OR TWISTING OF THE R GF1 AT COUNTER GR • — _J I I DASHED LINE REPRESENTS I WRIST. THE FORCE REQUIRED TO ACTIVATE Architect's Job Number I--I HOWELL WALL OUTLINE OF PREVIOUSLY CONTROLS IS NOT TO EXCEED 5 Ibf. o o 2-0 1 1/2' THICK LAMINATED 14121.004 6' I I I I I M1-50 (MOUNT SHELF] SPECIFIED 4'x8' FRP PLYWOOD I LEVER-OPERATED, PUSH-TYPE, AND �\ COUNTER TOP. Drawn By 66 BLOCK ELECTRONICALLY CONTROLLED MECHANISMS ARE AMA C = _ _ EXAMPLES OF ACCEPTABLE DESIGNS. SELF- • ITRANSFORMER I I I I I I CAT5E PATCH PANEL I CLOSING VALVES ARE ALLOWED IF THE FAUCET COUNTERTOP SUPPORTS °P Appv'd By O — 4 BACK SPLASH TO MATCH COUNTERTOPS. 1(277/480 1 I I REMAINS OPEN FOR AT LEAST' 10 SECONDS. Sheet Title L - - - J I_ — — — _J T. T 36 O.C. MAX. EJB SERVICE) I I I - - - 0 i 4'x4' FRP PLYWOOD � i N AINTED TO MATCH t5 15 Z N i IIIN MIN. M N ' N BACK AREA WALL PLANS AND –A Dz: 0- ro Ll i, ELEVATIONS B-1 EXPOSED PLUMBING BELOW COUNTER TO BE VWB-1 VWB-1 �B- ADA COMPLIANT & INSULATED. SEE LSINGLE COMPARTMENT STAINLESS STEEL SINK Sheet Number SPECIFICATIONS ON MECHANICAL DRAWINGS. WITH MAXIMUM DEPTH OF 6-1/2'. MINIMUM OF MOP SINK BY G.C., SEE 20 GAUGE PROVIDE ADA COMPLIANT G DRAWINGS CLEARANCES AND LEVERS ON FAUCET. G.C. TO -42 11 ELEVATION @ ELECTRICAL PANEL PHONE BOARD ('12' ELEVATION AT BREAK AREA CUT COUNTERTOP AS REQ'D TO ACCEPT SINK. 13 SECTION EMPLOYEE LOUNGE • A-4.2 �.2SCALE: 1/244' �.2SCALE- 1/0=1'-0' CTAIGe � d$%, ARCHITECT 2014 W, BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL- InfoOcmarch.com CONTACT: ERIC BROOSTIN Project Address DXL #9735 WASHINGTON SQUARE TOO 10218 SW WASHINGTON 5" 2'-5 1/4" 1/ • 3'_40 SQUARE ROAD d TIGARD , OR IT • 97223 M 102 0 6'-11 4' Issue Date � 04-21 -14 Revisions Date Description By LEASE LINE 0 0 CD o io CD 101 100 PAINT FACADE AND TRIM TO MATCH BEN (� MOORE SILVER CHAIN. O 0 N STIBULE w Q 2 EXTERIOR LOGO TYPE 5• 2'-5 1/4' DIMENSIONAL GRADE SIGNAGECY � V) 103 ' D)1, 3 Z M NSA PAREL A-5'' O � N � N � A-5.1 � 112 �' �� �♦ � v CD w I a_ () ,oo O co s'-o" 14'-8%" 19'-5 1 Y2" � y EXTERIOR WINDOW GGRA IIC DISPLAY DISPLAY I O Q N � O - 1 STOREFRONT PLAN 2 STOREFRONT ELEVATION ~ A-5.1 SCALE: 1/2' = 1'-0' A-5.1 SCALE 1/4' = 1'-0' x z 0 CEILING MOUNTED CURTAIN ++ ++ ++ TRACK FOR PROP SUSPENSION. REF: 1/A2.1 ++ ++ ++ ++ ++ Z N EXISTING EXTERIOR TRIM TO P-17 4• I. REMAIN • � 5/8 TYPE X GYP. BD. 5/8' TYPE 'X'Gyp, BD. PAINT: ON 3 5/S" 20 GA. METAL STUDS STOREFRONT FINISH NOTES , , W 5/8" TYPE X P-17 1❑ TENANT STOREFRONT FACADE PROVIDED AND INSTALLED BY LANDLORD AND HIS CONTRACTOR. GYP. BD. PAINT: Q 22 EXISTING ENTRY PORTAL FRAMING. WINDOW GRAPHICS. TENANT SUPPLIED/CONTRACTOR INSTALLED. MUST BE INSTALLED IN A PROFESSIONAL MANNER, NO WRINKLES OR BUBBLES WILL BE ACCEPTED. EXISTING INSULATED '� GLAZING SYSTEM BRUCE M.CARSON TO REMAIN. ® No. 3112 > MENS APPAREL q � , n BRUCE M. CARLSON, ARCHITECT STOREFRONT SIGNAGE NOTES / '-SIGNATURE 3112 INDMDUAL LED ILLUMINATED CHANNEL LETTERS: REG. NO. 1/4" THREADED ROD ANCHORS 103 1 1/2" ALUMINUM SPACERS \ Architect's Job Number • 4' DEEP CHANNEL LETTERS. (FACE AND HALO LIT) 14121.004 .177' ACRYLIC FACES COVERED WITH HP TRANSLUCENT VINYL 3/16• LEXAN BACKS. Drawn By WHITE .040 ALUMINUM RETURNS AMA LETTERS ILLUMINATED WITH SLOAN MINI LED'S. Appv'd By \ EJB Sheet Title NOTE SIGN CONTRACTOR RESPONSIBLE FOR SIGN SHOP STOREFRONT PLAN DRAWINGS, OBTAINING CITY AND CLIENT APPROVAL SIGNING INSTALLATION AND COORDINATION 13Y TENANT. AND EXTERIOR ELEV. -71 Sheet Number VINYL WALL BASE. REF: A1.2 FOR SPEC Nlll� (STING CONCRETE SLAB TO REMAIN A 51 r3" SECTION THROUGH DISPLAY WINDOW ° �1- SCALE: 3/4" = 1'-0' COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 4r, BRUCE M. CARL MN architecture > planning • interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL: infoOcmarch.com CONTACT: ERIC BROOSTIN Project Address DXL #9735 WASHINGTON SQUARE TOO 10218 SW WASHINGTON SQUARE ROAD TIGARD , OR 97223 PAINT FACADE AND TRIM TO MATCH BEN MOORE SILVER CHAIN. Issue Date 04-21 -14 Revisions Date Description By 0 EXTERIOR LOGO TYPE DIMENSIONAL GRADE SIGNAGE \1k 0 2 0 D) > M1 NS APPAREL o 4k � Q p— o ry it ii x-0-0 w EXIST. EXIST. EXIST. EXIST. Q O N EXIST. 99—EAM C/0) 0 [soZ 6'-0" q6'-0" 6'-0" 6'-0" DISPLAY EXTERIOR WINDOW GRAPHIC EXTERIOR WINDOW GRAPHIC EXTERIOR WINDOW GRAPHIC EXTERIOR WINDOW GRAPHIC (-%,-4 CD N � Z � 1 NORTH ELEVATION t) A-5.2 SCA<E; 1/4• -0. STOREFRONT FINISH NOTES < "0-00'❑1 TENANT STOREFRONT FACADE PROVIDED AND INSTALLED BY LANDLORD AND HIS CONTRACTOR. O �2 EXISTING ENTRY PORTAL FRAMING. aWINDOW GRAPHICS. TENANT SUPPIJED/CONTRACTOR INSTALLED. MUST BE INSTALLED IN A PROFESSIONAL. ♦ ^ MANNER, NO WRINIQFS OR BUBBLES WILL BE ACCEPTED. V , Q C`-4 (D LEASE O - LINE r� I J x Z O L- I..................... ...................... .............. ........ Z UJ c �- BRUCE M.CARLJ0 N No. 3112 t;�Nf�L�PQI.IS,MIPI� : 77,�7`. 113 I f �< pII�, 3 I I I ,' I I I BRUCE M. CARLSON, / I ARCHITECT // EXIST. �,(�� EXIST. I I I �\ i �� I I I SIGNATURE 3112 �' I EXIST. REG. NO. �` � Architect's Job Number 14121.004 SEAL EXISTING DOOR 27 - 4~ EXTERIOR WINDOW GRAPHIC DEMO EXISTING DOOR AND FRAME AND Drawn By AND REMOVE EXTERIOR WINDOW GRAPHIC ALL ASSOCIATED HARDWARE. INFILL AMA ASSOCIATED HARDWARE. OPENING WITH MATERIALS TO MATCH Appv'd By EXISTING WALL AND TEXTURE. EJB Sheet Title STOREFRONT K'2 EAST ELEVATION EXTERIOR ELEV. �1. SCALE: 1/4' = 1'-0' Sheet Number 502 COPYRIGHT BRUCE M. CARLSON, ARCHITECT 2014 /i 1 RTU-1 u D BRUCE M. 4 TU- I1 C _ 18/14 LE 14/14 10/1A230'1;"""""""" architecture • planning • interior design 11 ^> , ON, ARCHITECT CT800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 y i - PHONE: 547-1300 DCONTACT:- I! E-MAIL: info®)march.com 1300 \ 4_4 -- - Am A-10 IT ! r: mil ! : ij � •' � ,I I , i I ! ; Project Address ! 300 I - 30 30 I D ? ., � 5 B t o y DXL #9735 18/18 LAI WASHINGTON S QUARE TOO 305 !; o n� _J t I ; I' RTU-2 10218 SW WASHINGTON k.'- r I� SQUARE ROAD I QU ! 00 \ ! it .__. ij _ ' i TIGARD OR 10 D \ " ` j; \ {830 O #, 00 \ • KIN ff 97223 ! , I Issue Date i 04-21 -14 i --:::. , -24x2 A-8 ,�� /(� _ _ �. Revisions 1600 210 �� \ 14/1414 f Q Date Description By \\ RTU-3 100 �R U-3 ) I. D- 4x24 oE-2412 - I, A-10 3 18/ 14 �� " 1 K � ... �'�,� ,,�, � .. �...... t .. '�-.... � �, ,I 400 _ Z. 16/16 82> - A-8 ,; . 200 ,: (! 205 ! _ s II <] Y A-8 �� II - A-8 8" w A 8 200 ^,.... „ i ;. 215 _, �.. 365 �i xis N — \ CD , \ t..y I o To nsL 205 Col ap 18/12 10/10127414 C) (TY : , j L JRTL 5 (TYR.) 4 T :.:.. RTU-4 4 .._ ! � 1 : D- 4x24 i I „. 16 16 B-8 , , i I ! 1600 i �J I ii ii it Q i230 ! ry O B l — O _ _ 0 , 11 I. I! r e. 18 i18 RTU- 1 1 � 315 „ ,.,'. 17 Cn 18 18 D 2 , f:r I v . 200 < •; ., \ I, ! _ _.._...... --- c7y A-10 is 8 O 7 , 205 ' 280 ' 280 \ U-24,,:24 Y • i" _ — , r a I B 8'. y, D 4x24 a k A-8 A 8 z T Y'r,. \ 1 00 ", ... ... .. ":. - ":::..._ 23011 200 205CD , , i l v. ..... v yy ' ✓ i/ \ D- 4x24 / D-24 24 j....... ... .................................. .................................................................. ............. < 80 _70_0 B-8 12 10 _ .. I 8 230 I' O 24x2 E- 4x 16 ' O _-, .. O B-8z .....•... r� �: l ...r ... jib'... N i ! Cn 230 ii O E-20x20 D-24 24 i -- A-6 — - ........... . ...... .....-.................. ... �: . � ... 100 �- V d i / 00 A-8 A-8 , 275 275 I A-8 A-8 LL ' 210 210 4'0 8 � 8b i , 8„0 8„0 / . I i "J Y I 9 S �S I LL J �, B-4 B-4 B-4 25 25 25 I o ! N � ! HVAC PLAN NOTES A-6 A-6 ! ' 130 130FT _...._.............. ..........................._......._.................._..............._._.............................. ! ; 1O NEW ROOFTOP HEATPUMP UNIT. 5O INSTALL NEW SPIN-IN TAKE OFF IN O CONTRACTOR TO REMOVE EXISTING SUPPLY AIR DUCTWORK. PROVIDE ROOFTOP UNIT AND PLACE NEW UNIT IN MANUAL VOLUME DAMPER. (TYPICAL FOR 10/8 % EXISTING LOCATION. RE-USE EXISTING ALL) ROOF CURB IF POSSIBLE, PROVIDE NEW ' IF REQUIRED. VERIFY EXACT LOCATION O FLEX DUCT 5'-0” MAX LENGTH. TYPICAL OF EXISTING UNIT IN FIELD, LOCATION FOR ALL. 16/16 � 16/10 ON DRAWINGS IS APPROXIMATE ONLY - 4 SEE SCHEDULE FOR BALANCING DETAILS. O7 NEW TRANSFER AIR DUCT W/ CEILING RTU5 MOUNTED GRILLES. C-10 C-10 C-10 2O INSTALL DUCT SMOKE DETECTOR Z 360 360 360 FURNISHED BY ELECTRICAL CONTRACTOR 8O NEW TRANSFER AIR DUCT W/ CEILING 8"� A-6 EF-1 EF-2 IN RETURN MAIN DUCT. DETECTOR MOUNTED GRILLE IN SALES AND 6b 64 , SHALL SHUT DOWN HVAC UNIT UPON SIDEWALL GRILLE IN STOCKROOM. O9 9 !.............. .............................................I......_............. .................. [................................ ._......_.. !..................................... ....................... _.....................................................................!........... . DETECTION OF SMOKE. 9 EXHAUST FAN PROVIDED BY TENANT < ROUTE 1" CONDENSATE PIPE W/ MIN. O CONTRACTOR. MECHANICAL 3” DEEP P-TRAP TO NEAREST ROOF CONTRACTOR TO CONNECT 6"0 DUCT a ® F-01 » I DRAIN. PROVIDE ALL FITTINGS PER FROM THE EXHAUST FAN TO 8 0 DUCT LOCAL CODES AND LANDLORD AND EXTEND 8"0 DUCT THRU THE ROOF REQUIREMENTS. VERIFY ROUTING AND TO THE GOOSENECK. LOCATE TOILET LOCATION ON SITE. EXHAUST STACK SO THAT ALL ROOF Q PENETRATIONS OCCUR AT A MINIMUM OF OPROVIDE NEW HONEYWELL TB8220U1003 TEN FEET (10'-0") AWAY FROM ANY COMMERCIAL VISIONPRO 7-DAY MECHANICAL EQUIPMENT INTAKES OR PROGRAMMABLE THERMOSTAT FOR RTU OUTSIDE AIR INTAKE HOODS. USE CONTROL. MOUNT AT 4'-0" A.F.F. LANDLORD DESIGNATED ROOFING Ep PR�f COVERED WITH CLEAR LOCKABLE BOX. CONTRACTOR FOR ALL ROOF WORK. LABEL THERMOSTAT WITH RTU-# IN ACCORDANCE WITH CORRESPONDING 10 EXISTING RTU OVER LANDLORD SPACE �14678PE� UNIT TAG ON THIS PLAN. TO REMAIN. HVAC PIAN OREG M-1.0 1/4!' = 1 '-0" d@�b N 5/1/2014 Dale J. Holland, P.E. SIGNATURE 14678PE REG. NO. DUNHAM's Job Number 0415871-001-00 Drawn By JPK Appv d By GMS AMRSheet Title DUN HAM PUR Dunham Associates, Inc. 50 South Sixth Street/Suite 1100 Sheet Number Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 4 WEB dunhameng.com M� 100 mechanical + electrical consulting engineering COPYRIGHT BRl10E M. CARLSON, AKH ECT 2014 I I BRUCE M. architecture • planning - interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E-MAIL: info@cmarch.com CONTACT: ERIC BROOSTIN Project Address IDXL #9735 WASHINGTON SQUARE TOO 10218 SW WASHINGTON SQUARE ROAD TIGARD , OR 97223 Issue Date 04-21 -14 Revisions Date Description By i SPIN-ON BRANCH DUCT Q BELLNOSE FITTING d >< RIGID ROUND DUCT 0 . d 4" RIGID DUCT EXTENSION ATTACHED MAIN DUCT BRANCH TO DIFFUSER NECK MANUAL VOLUME 11 -6 A.F.F. Q DAMPER < DIFFUSER r TYP . DIFFUSER/DUCT CONNECTIONS M-2.0 NO SCALE DUCT MOUNT DIFFUSER W Q BRANCH DUCT W/ EXTERN INSULATION AL Z INSULATED C/o) 0 FLEXIBLE DUCT CNA SPIN-ON MAX. 3'-0" LONG BELLNOSE ONE DRAW BAND FITTING FOR INNER LINER 7 AND ONE DRAW BAND Z FOR OUTSIDE VAPOR BARRIER - TYPICAL -T- RIGID ROUND DUCT ® EACH FLEX-DUCT Z CONNECTION V 4" RIGID DUCT � ry I EXTENSION ATTACHED ,r'" 1, MAIN DUCT BRANCH TO DIFFUSER NECK �„_„1� MANUAL VOLUME DAMPER CEILING DIFFUSER C'o 2 TYP. DIFFUSER/DUCT CONNECTIONS 0 MECHANICAL SYMBOLS LEGEND 0 NO SCALE CEILING MOUNT DIFFUSER Q- �*- SUPPLY AIR *-+v-- RETURN AIR EXHAUST AIR - X STANDARD BRANCH, NO SPLITTER SUPPLY FLOW TO RIGHT - RETURN EXHAUST FLOW TO LEFT BELLMOUTH WITH BALANCING DAMPER DIFFUSER, GRILLE & REGISTER SCHEDULE i 0 FLEXIBLE DUCT DIFF. MOUNTING TYPE DESCRIPTION FINISH MANUF MODEL NO SIZE NOTES: OUTDOOR AIR CALCULATION TAG TURNING VANES BASED ON 2010 OREGON MECHANICAL CODE A LAY-IN SUPPLY WHITE TITUS TMS 2424 AS SHOWN 1 SALES: B SURFACE SUPPLY WHITE TITUS TMS 12x12 AS SHOWN 1 ^ < MANUAL VOLUME DAMPER GENERAL NOTES ' {5966 FT * * 7,5 CFM/PERSON) + BDD (5966 FTS X 0.12 CFM/FT') _ .1387 CFM C DUCT MOUNT SUPPLY WHITE TITUS TMR AS SHOWN 1 BACKDRAFT DAMPER OFFICE/TAILOR: D LAY-IN RETURN/TRANSFER WHITE TITUS 50F AS SHOWN 2 MD A. INSTALL VOLUME DAMPER IN DUCT TAKE-OFF TO EACH DIFFUSER, (4 PEOPLE * 5 CFM/PERSON) + (284 FT' X E SURFACE RETURN/TRANSFER WHITE TITUS 350RL AS SHOWN 3 MOTORIZED DAMPER GRILLE, AND REGISTER. 0.06 CFM/FTS) = 37 CFM B. VERIFY ALL DUCT CONNECTION SIZES TO FANS, COILS, AND EXISTING F WALL MTD. RETURN/TRANSFER T WHITE TITUS 350RL AS SHOWN 3 FD DUCTWORK. STORAGE ROOMS/DISPLAY: FIRE DAMPER & ACCESS PANEL 1257 FT' X 0.12 CFM/FT' = 151 CFM NOTES: C. COOPERATE WITH THE OTHER TRADES TO ELIMINATE ANY CONFLICTS 1. SUPPLY AIR DIFFUSER WITH OPPOSED BLADE DAMPER. ---� SUPPLY DUCT UP, POSITIVE PRESSURE BETWEEN PIPING, DUCTWORK, STRUCTURAL, ELECTRICAL WORK, ETC. OUTSIDE AIR REQUIRED = 1575 CFM 2. 1/:r X 1/2- X 11Z' EGGCRATE RETURN AIR GRILLE. f---® OUTSIDE AIR PROVIDED = 1 590 CFM 3. 35' DEFLECTION RETURN/TRANSFER GRILLE. D. DIFFUSER, REGISTER, AND SPRINKLER HEAD LOCATIONS SHALL BE RETURN DUCT UP, NEGATIVE PRESSURE COORDINATED WITH LIGHT FIXTURE LOCATIONS AND SHALL BE IN ACCORDANCE WITH CEILING PATTERNS AS SHOWN ON ARCHITECTURAL j REFLECTED CEILING PLANS. �---� EXHAUST DUCT UP, NEGATIVE PRESSURE E. MECHANICAL CONTRACTOR TO VERIFY RATINGS OF ALL WALLS WITH WALL ARCHITECTURAL RATINGDRAWINGS. ALL SUPPLY AND RETURN DUCOMATCH TS PASSING E EXHAUST FAN SCHEDULE �°�X 46 $I Zi�E SUPPLY DUCT DOWN, POSITIVE PRESSURE THROUGH FIRE RATED WALLS WITH APPROVED FIRE DAMPERS. EQUIP MANUF. MODEL NO TYPE CFM EXT HP RPM TIP DRIVE VOLT/ ACCESSORIES RETURN DUCT DOWN, NEGATIVE PRESSURE F. RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE DIFFUSERS NO SP SPEED PHASE OREG NECK SIZE. - r EXHAUST DUCT DOWN, NEGATIVE PRESSURE G. MECHANICAL CONTRACTOR SHALL VERIFY WITH HVAC PLAN TO EF-1 PANASONIC FV-11VF2 CEILING 94 .25 FRACTIONAL - -- DIRECT 120/1/60 1 J. y COORDINATE THE REQUIREMENT OF PLENUM RATED FIXTURES, PIPING, EF-2 PANASONIC FV-11VF2 CEILING 94 .25 FRACTIONAL -- - - DIRECT 120/1/60 1 5/1/2014 WIRING, ETC. FAILURE TO DO SO COULD RESULT IN THE REMOVAL FLEXIBLE DUCTWORK CONNECTION TO UNIT AND REPLACEMENT OF THESE ITEMS AT NO ADDITIONAL COST TO THE ACCESSORIES: Dale J. Holland, P.E. D�� TENANT - NO PVC PIPING ALLOWED IN PLENUM. 1. FACTORY INSTALLED GRAVITY BACKDRAFT DAMPER. ® X-10 SUPPLY DIFFUSER/REGISTER H. CONTRACTOR SHALL STENCIL TENANT NAME AND SPACE NUMBER ON kO _375- BLANKOFF INDICATED SHADED UNIT. SIGNATURE OX-10 TYPE - NECK SIZE I. THE MECHANICAL CONTRACTOR SHALL GO TO THE SITE AND VERIFY 14678PE SUPPLY DIFFUSER DIFFUSER AIRFLOW (CFM) THE SIZE, DESIGN, SUPPORT AND LOCATION FOR ALL EXISTING AND REG. N0. FUTURE MECHANICAL EQUIPMENT AND UTILITY TAPS PRIOR TO ANY R 0 0 FT0 P UNIT SCHEDULE (HEAT PUMP) © X-10 RETURN GRILLE/REGISTER TYPE - NECK SIZE EQUIPMENT ORDERING, WORK, DUCTWORK FABRICATION ETC, NOTIFY DUNHAM's Job Number 0 RETURN AIRFLOW (CFM) THE TENANTS PROJECT MANAGER OR PROJECT ENGINEER IMMEDIATELY MFG/ OUTSIDE ENTERING AIR GROSS COOLING CAPACITYMBH HEATING CAPACITY SUPPLEMENTAL ELECTRICAL UNIT WEIGHT 0415871-001-00 WITH ANY DISCREPANCIES. FAILURE TO DO SO COULD RESULT IN MARK DISCHARGE TONS ESP CFM SEER ACCESSORIES X_g TYPE - NECK SIZE EQUIPMENT AND/OR MATERIALS REPLACEMENT AT NO ADDITIONAL MODEL AIR CFM CONDITIONS TOTAL SENSIBLE HSPF OUTPUT ELEC. COIL VOLT/PH/HZ (LBS) prawn 13y ® 150 EXHAUST GRILLE/REGISTER EXHAUST AIRFLOW (CFM) EXPENSE TO THE TENANT. RTU-1 CARRIER VERTICAL 4.0 0.75 1600 290 78.6E DB 63.3E WB 46.0 39.7 15.8 8.1 30.4 MBH 4.9 KW 208/3/60 1-4 831 JPK 50HCQA05 ® 89F AMBIENT Appvd By J. ALL EQUIPMENT, INSTALLATIONS, AND MATERIAL SHALL COMPLY WITH CARRIER 78.6E DB 63.3E WB GMS �V--�'' t�-i CONCENTRIC DUCT TRANSITION ALL APPLICABLE LOCAL CODES AND LANDLORD CRITERIA. RTU-2 50HCQA06 VERTICAL 5.0 0.75 2000 360 @89F AMBIENT 59.7 52.8 15.0 8.2 38.1 MBH 4.9 KW 208/3/60 1-4 861 CARRIER 78.6F DB 63.3F WBAAM,., Sheet Title K. REMOVE ALL UNUSED PIPING, DUCTWORK, AND ACCESSORIES - DO RTU-3 50HCQA05 VERTICAL 4.0 0.75 1600 290 ® 89F AMBIENT 46.0 39.7 15.8 8.1 30.4 MBH 4.9 KW 208/3/60 1-4 831 ECCENTRIC DUCT TRANSITION NOT ABANDON. CARRIER 78.6F DB 63.3E WB RTU-4 VERTICAL 4.0 0,75 1600 290 46.0 39.7 15,8 8.1 30.4 MBH 4.9 KW 208j3j60 1-4 831 D U N H A �� , 50HCQA05 0 89F AMBIENT KEYNOM AM 5D SMOKE DETECTOR L. VERIFY LOCATION OF ANY PENETRATION THRU ROOF WITH LANDLORD. CARRIER78.6E DB 63.3E WB 7sUt a THERMOSTAT ALL ROOF PENETRATIONS, PATCHING, AND FLASHING SHALL BE BY RTU-5 50HCQA06 VERTICAL 5.0 0.75 2000 360 ® ggF AMBIENT 59.7 52.8 15.0 8.2 38.1 MBH 4.9 KW 208/3/60 1-4 861 Dunham Associates, Inc. LANDLORD'S ROOFER AT MECHANICAL CONTRACTOR EXPENSE. ACCESSORIES: EXISTING DUCT TO REMAIN 1. FACTORY SUPPLIED ROOF CURB. 50 South Sixth Street/Suite 1100 Sheet Number �` ---5 M. PRIOR TO OCCUPANCY OF THE PREMISES, GENERAL CONTRACTOR IS Minneapolis, Minnesota 55402-1540 REQUIRED TO PROVIDE AN AIR BALANCE REPORT. A MALL APPROVED, 2. INTEGRAL ANTI SHORT-CYCLE TIMER. INDEPENDENT, CERTIFIED AIR-BALANCE COMPANY MUST PERFORM THE 3. FACTORY SUPPLIED DIFFERENTIAL ENTHALPY ECONOMIZER PACKAGE CAPABLE OF INDUCING 1009 OUTDOOR AIR. PHONE 612.465.7550 -___�► ��; EXISTING DUCT TO BE REMOVED TEST REPORT. PROVIDE COPY TO MALL OPERATIONS DIRECTOR. 4. GRAVITY RELIEF DAMPER. FAX 612.465.7551 M- -.2.0 wEe dunhameng.com mechanical + electrical consulting engineering COPtl=T WIM M. CARLSON, ARCI'MiECT 2014 i I , , 11 I I I I I I � 11 DIVISION 15000 - MECHANICAL SECTION 15011 - SLEEVES J. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 2.H. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION I 1. 1THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT K. CLEAN-OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. EQUIPMENT. SECTION 15001 - BASIC MECHANICAL REQUIREMENTS OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND ALL FLOOR DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP 2.1. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING A. GENERAL CONDITIONS THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE PRIMERS FOR FLOOR DRAINS. RETURNS WHERE DUCTED). a 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE L. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND 2.J. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN INDICATE IF DIFFUSER IS 3-WAY OR 2-WAY. . 1 ` BRUCE M. SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR FINISHED AREAS. 2.K. FINAL BALANCED GPM AT ALL UNITS FOR /► �+ OF DIVISION 15000. CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. CHILLED/HOT/CONDENSER WATER WHEN APPLICABLE. ' CARLSON 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE 2,L, CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER architecture - planning - interior design THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING TEMPERATURES WHEN APPLICABLE. BRUCE M. CARLSON, ARCHITECT WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK "RN' FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN CONTRACTOR WHERE APPLICABLE AND INCLUDE ALL COSTS IN BID. 2.M. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN Air System Sizing Summary for RTU 800 WASHINGTON AVE. N., SUITE 208 AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA Project Name:0415871-001 -DXL-Portland,OR 04/21/2014 THEIR FIRE RATING. APPLICABLE. Prepared b :Dunham Associates Inc. 02:39PM MINNEAPOLIS, MN 55401-1148 . WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. PHONE: 612 547-130Q 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS 3. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH P. GAS PIPING JURISDICTION THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION 1. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO E-MAIL: info@cmarch.com EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH TEST AND BALANCE A MINIMUM OF TWO WEEKS PRIOR TO THE Air System Information . AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. , Air System Name..................__....-..............-......-.-......-...RTU Number of zones._.,....,,..,........- .1 CONTACT: ERIC BROOSTIN REQUIRED DATE AFTER RETURNING TABC S START UP CHECK LIST' . --���------��� ��-����������-� SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT SHALL BE N0. 22 U.S.G. GALVANIZED STEEL MINIMUM. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH Equipment Class ......,.,1111................... PKG ROOF Floor Area.......,.,. .....1._1,...1........_1..._..1_.................._..,..7507.0 ft= ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDULING AIR BALANCE. Airs System e,.....___........._..-....,....__.-,_.....--....-SZCAV Location..,.........__...___...__...------.,,-_--__..-Portland Oregon COMPLETION DATE. MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH y � • " 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE Project Address TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH SECTION 15012 - HANGERS WELDED JOINTS FOR , DIRT AND LARGER. A FINAL PUNCH LIST. THE HVAC CONTRACTOR SHALL REPAIR OR �/ ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE 3. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP Sizing Calculation Information IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER PIECE OF EQUIPMENT. Calculation Months....................................__--....Jan to Dec Zone CFM Sizing... Sum of space airflow,rates PRIOR TO TENANTS FINAL WALK THRU AND BEFORE FINAL PAYMENT g�������������������� p SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4!' IN 15 FEET UPWARD IN Sizing Data..............................1....1.......11.........User-Modified Space CFM Sizing peak space loads CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF / WILL C MADE. WASHINGTON SQUARE TOO KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY TENANT AND FOUR COPIES TO THE LANDLORD FOR APPROVAL. Central Cooling Coil Sizing Data 10218 SW WASHINGTON ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. g g 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO Total coil load..................................................................---.21.5 Tons Load occurs at................................................................Jun 1500 SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT 5. GAS PIPING EXPOSED ON ROOF MUST BE PRIMED AND PAINTED WITH THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: Total coil load..__........................_.,.._...__............................257.5 MBH OA DB/WB....,.........__................_...................,......,.,...89.0167.0 °F CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE RUST-INHIBITING PAINT. 5.A. EQUIPMENT CAPACITY INPUT AND OUTPUT AND REQUIRED Sensible coil load__,......-._..............._._,.-....._.._..__.....-__.228.9 MBH Entering DB t WB.,._.._..__....._..._.. . .........78.6163.3 OF EQ E { ) EQ . -- - - ° SQUARE ROAD 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED Coil CFM at Jun 1500....-..--_..................__......__.........8800 CFM Leaving DB/WB.___._......._...._. ,,,,54.5153,1 F ! RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS MAINTENANCE ACTIONS. _.. ......__.".„. ° y Max block CFM-----------.................................--- ------ 8800 CFM Coil ADP., - ------1111.......,........................51.8 F S.B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. Sum of peak zone CFM......_................................._.............8800 CFM Bypass Factor..............................._........................................0.100 o T I G A R D , OR EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 5.C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION Sensible heat ratio...............................................................0,889 ResultingRH.....11.1........................1 .46 /o SECTION 15002 - GENERAL REQUIREMENTS ��� SUBJECT TO LANDLORD CRITERIA. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND ft=/Ton...................................................................................349.8 Design supply temp....-............-...-.........................................55.0 °F 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND C N SE UENC DESCRIPTIONS; DESIRED OR BTUt(hr-ft2)............................................................................34.3 Zone T-stat Check.........,......................................................1 of 1 OK 97223 SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT APPLICABLE NFPA 54 CODES. 0 TROL Q E NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN FIELD-DETERMINED SET POINTS MUST BE PERMANENTLY Water flow @1010°Frise.............................................NIA Max zone temperature deviation.............................. ........0.0 °F • ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND S CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE 8. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES OR REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED INSULATION. WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. Central Heating Coil Sizing Data Issue Date 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF GAS METER AND 04-21-14' AS BEING BY THE LANDLORD OR TENANT SHALL BE PROVIDED BY THE S.D. COMPLETE NARRATIVE OF HOW EACH SYSTEM !S INTENDED TO Max coil load.... ...._..............................................151.7 MBH Load occurs at......_._....�.......-_...-__......._....._....._............Des Htg IDI-ELECTRICALLY SEPARATED. DIVISION REGULATOR COSTS IN BID. OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING Coil CFM at Des Htg..__-.....__....._.,..,.__----.-....--_-..,__8800 CFM BTU/(hr-ft2)._-...__,...-....._-_.-..._...._................_.....__.........20.2 ° Revisions MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE Max coil CFM..--.....__....___.....__.................._._...............8800 CFM Ent.DB/Lvg DB....._...-.............._....--.__---..-....,1111.61.2177.2 F INSTALLATION WITH THE LANDLORD AND THE TENANT PROJECT DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING PER GOVERNING PLUMBING CODE. Water flow @ 20.0°F drop................._,111..-......__....-....N/A Date Description By . MANAGER, AS REQUIRED. 15300 - FIRE PROTECTION (IF APPLICABLE) 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT SECTION 15501 - SUMMARY OF WORK EACH OTHER AND ANY Supply Fan Sizing Data MATERIAL OR LABOR CALLED FOR IN ONE SECTION 15301 - SUMMARY OF WORK 0 SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, Actual max CFM..._. ..._....... .. ...1......11........_ __8800 8800 CFM Fan motor BHP...........__..,._... ........ 3.62 BHP ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE Standard CFM._.......................1........1....11,,,.....,.,...............8788 CFM Fan motor kW..._...................................................1........111. 2.87 kW MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK Actual max CFM/ft=.............................1......1...... ---..........1.17 CFM/ft2 Fan static..................................-......................_ ......,. ....... ........1.50 in wg A SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK11.. FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, FOR THE HVAC SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT A WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED Outdoor Ventilation Air Data I TO THE FOLLOWING: NOT BE LIMITED TO THE FOLLOWING: Design airflow CFM 1......111.., _..... 1590 CFM CFM/ arson 1 1.--...... ... _1 ... 111 ._ 16.01 CFM/person erson BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 9 - .- .. p p a 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO 1, FIVE (5) NEW ROOFTOP HEAT PUMP, TOILET EXHAUST FAN, SUPPLY, CFM/ft2...... . 0.21 CFM/ft2 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH PROVIDE COVERAGE IN ACCORDANCE , NFPA-13, LOCAL CODES, AND RETURN AND EXHAUST DUCTWORK WITH ALL CONTROLS AND EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE LANDLORD'S CRITERIA. ACCESSORIES SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE 2, TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER 2. THE AIR DEVICES AS NOTED ON THE PLANS SHALL BE PURCHASED BY SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND SCHEDULING, RECEIVING, VERIFYING QUANTITIES AND INSPECTING FOR OTHERWISE. APPROVALS. DAMAGE AND FILING OF ANY CLAIM FORMS. REFER TO RESPONSIBILITY 4. ALL MECHANICAL WORK SHALL INSTALLED SO AS TO BE READILY 4. PERMITS, FEES, INSPECTIONS AND CHARGES. SCHEDULE AND AIR DEVICE SCHEDULE ON PLANS. ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. 5, TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE 3. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. C3 THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. VERIFY ALL DIMENSIONS AT THE SITE. FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING 4. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED (� Q 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR u USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO FINISHED MATERIALS. ry 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, SECTION 15502 - MATERIALS UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN SECTION 15302 - MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL W CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, A. SPRINKLER HEADS: BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, WHICHEVER IS MORE STRINGENT. 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND AND ACCESSORIES PROVIDED TO MEET' THE DESIGN INTENT AND OPERATION Qf SECTION 15003 - CODES APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. Q RELIABLE STAR, OR VIKING. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 1. SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST I -,i�< =) COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER 3. VERIFY HEAD TYPES AND COLORS WITH TENANT AND SUBMIT WITH B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED Cy APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, SPRINKLER DRAWINGS FOR PERMIT. 1. EXCEPT AS OTHERWISE INDICATED FABRICATE AND INSTALL AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY TENANT AND THE RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS' (�' INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A B, PIPING: OF THE LATEST EDITION. `�� SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. z ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL 3. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT Hourly Analysis Program v4.80 Page 1 of 3 U01, O TENANT TO THE CONTRACTOR. PIPE. SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY I- C%.S,j INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR LANDLORD. ( r� SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES PIPES LARGER THAN 2 INCHES. 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED MCGILL DUCT V l� 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED SEALER OR EQUAL. PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR UNIONS FOR PIPES 2 INCHES AND SMALLER. 4A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND z �``- WORK. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE WHERE APPROVED BY CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING 2. FURNISH TO TENANT'S PROJECT MANAGER ALL CERTIFICATES OF CODE AND THE LANDLORD. WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR Air System Design Load Summary for RTU = M INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES Project Name:0415871-001-DXL-Portland,OR 04/21/2014 PROJECT. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ, FT. IN "SALES' AREAS AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE Prepared by:Dunham Associates Inc. 02:39PM SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND Q 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND �` DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN DESIGN COOLING DESIGN HEATING c r-) 3: clf BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS INTERFERENCE WITH OTHER TRADES. OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND COOLING DATA AT Jun 1500 HEATING DATA AT DES HTG CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), COOLING OA DB/WB $9.0 OF 167.0 OF HEATING OA DB/WB 22.0 OF 118.4 OF SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANT'S THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO MASTIC-PLUS-EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED Sensible Latent Sensible Latent PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION ZONE LOADS Details (BTU/hr) {BTU/hr} - Details (BTU/hr) (BTU/hr) 13:: en PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY INSTRUCTIONS. Window&Skylight Solar loads 640 ft2 24712 640 ft2 - - EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT A STUB-IN TO THE SPACE. THE CONTRACTOR SHALL CONNECT AND 4.B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST Wali Transmission 4150 ft2 8681 4150 ft2 19608 - THE CONTRACTOR'S EXPENSE. EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR Roof Transmission 7507 ft2 33112 7507 ft2 22319 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION BID. DISTRIBUTION EQUIPMENT. Window Transmission 640ft2 3812 640ft2 18063 u-)REQUESTS TO TENANT'S PROJECT MANAGER FOR APPROVAL. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS Skylight Transmission 0 ft2 0 0 ft2 0 O SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN Door Loads o ft2 0 0 ft2 0 FOUR (4) WORKING DAYS FOR TENANT'S PROJECT MANAGER'S REVIEW THE MALL, LOCAL INSPECTOR, OR TENANT'S INSURANCE CARRIER. CONNECTED DEVICE SMOOTH DUCT TRANSITIONS SHALL BE INSTALLED Floor Transmission 7507 ft2 0 7507 ft2 6227 ^ ' (....DWITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY JUST PRIOR TO DEVICE CONNECTION. Partitions 0 ft2 a 0 ft2 0 - _<T 4 V SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR C. MEDIUM PRESSURE DUCT I Ceiling - 0 ft2 0 0ft2 0 - C) THE SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT Overhead Lighting 19410 W 59068 0 0 - CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS Task Lighting o W 0 - 0 0 I li�;: r CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AND FOR A PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR Electric Equipment 4573 W 14302 - 0 0 - EXCEPTIONS HAVE BEEN TAKEN. AUTHORITIES HAVING JURISDICTION. LARGER AS REQUIRED BY LANDLORD. People 99 19997 267531 0 0 o J 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST Infiltration 2642 181 9059 0 SECTION 15006 - GUARANTEE DIVISION 15400 - PLUMBING EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND Miscellaneous - 10450 0 - 0 0 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK WITH THE LANDLORD'S CRITERIA. Safety Factor 0%/O% 0 0 0% 0 0 PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR SECTION 15401 - SUMMARY OF WORK 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK >>Total Zone Loads 176777 26934 75276 0 OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SHALL BE MADE WITH "LO-LOSS' SADDLE TEE TAPS BY UNITED Zone Conditioning - 197382 26934 - 79406 0 Z MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE MCGILL CORP., OR AS OTHERWISE REQUIRED BY THE LANDLORD. Plenum Wall Load 0% 0 0 0 - I PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION Plenum Roof Load 0% o 0 0 - OF THE INSTALLATION BY TENANT'S PROJECT MANAGER. EXTENDED FOR THE PLUMBING SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM Plenum Lighting Load 0% 0 - o o - WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. Return Fan Load 8800 CFM 0 - 8800 CFM 0 - 0 INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL Ventilation Load 1590 CFM 21753 1642 1590 CFM 82098 0 - SECTION 15007 - RECORD DRAWINGS 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER CONNECTIONS BETWEEN VIBRATING EQUIPMENT AND DUCTS OR CASINGS. Supply Fan Load 8800 CFM 9785 8800 CFM -9785 A. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SUPPLY AND DRAIN LINES AND MAKE PROPER CONNECTIONS, THERETO, FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE-COATED Space Fan Coil Fans - 0 - 0 - SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: INCLUDING VENTS. FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW Duct Heat Gain/Loss 0% 0 - 0% 0 %k ;go - 1. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. >>Total System Loads 228920 28576 151719 0 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. VERIFY ALL DIMENSIONS AT THE SITE. E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE MIN. R-5 INSULATED CLASS Central Cooling Coil 228920 28583 - 0 0 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, 3. ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT Central Heating Coil - 0 - - 151719 - < , APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR CONSTRUCTION MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S >>Total Conditioning -1 2289201 28583 .1 1517191 0 COORDINATION WITH OTHER TRADES. FINISHED MATERIALS. REQUIREMENTS. Key: Positive values are cig loads Positive values are htg loads ^-.- Z B. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH I I I Negative values are htg loads Negative values are cig loads CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND SECTION 15402 MATERIALS HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS � CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. TO FACILITATE AIR BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO TENANT'S AS EQUALS. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN TYPE. PROJECT MANAGER. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY BI ci . SANITARY PIPING CODES. FIRE DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL (n SECTION 15008 - DISCREPANCIES IN DOCUMENTS 1. CAST IRON PIPE (BELOW GRADE): ASTM A74 SERVICE WEIGHT, FITTINGS: HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 F FUSIBLE LINK, 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC CAST IRON, JOINTS: HUB-AND-SPIGOT, COMPRESSION TYPE WITH TYPE B, AS MINIMUM. AND INDICATE THE GENERAL LOCATION AND INTENT OF THE NEOPRENE GASKETS OR LEAD AND OAKUM. H. DUCTWORK INSULATION MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, 2. CAST IRON PIPE (ABOVE GRADE): CISPI 301, HUBLESS FITTINGS: 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, CAST IRON, JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED 0 ADVISE TENANT'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO AND SHIELD ASSEMBLIES. INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, 3. ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: 2• DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. TENANT'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT SOLVENT WELD, 3. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS ! - VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL 4. PVC PIPE {BELOW GRADE): ASTM D2665, FITTINGS: PVC, JOINTS: THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. ����� �RQf��J' j COMPENSATION PERMITTED. SOLVENT WELD WITH SOLVENT CEMENT. 4ALL SUPPLY AIR DUCTWORK IN UNCONDITIONED/INDIRECTLY �S �C,IN��, OLITION j SECTION 15009 DEM5. COPPER TUBE (ABOVE GRADE): ASTM B88 TYPE "L" .HARD TEMPER '4.► ONLY. EXCEPT THESE MATERIALS SHALL NOT BE USED TO RECEIVE CONDITIONED SPACE SHALL BE EXTERNALLY INSULATED WITH 1 1/2" '4: 14678PE'0 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WASTES FROM URINALS NOR WASTES FROM WATER CLOSETS IN THICK, 1-1/2 LB. DENSITY (R=4.8) DUCT WRAP WITH VAPOR BARRIER. THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BATTERY, FITTINGS: CAST BRONZE, OR WROUGHT COPPER, JOINTS: VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL SOLDER, GRADE 50B. 5. ALL SUPPLY AIR DUCTWORK IN DIRECTLY CONDITIONED SPACE: NONE d,OI3EG CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 6. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED REQUIRED. d,�t°te�b r'1• 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL STEEL 6. RETURN DUCTS (WITHIN 3' OF FIRST CHANGE IN DUCT DIRECTION) : I FJ 1v CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, 7. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING FLEXIBLE GLASS FIBER DUCT LINER: 1/2 INCH THICK Hourly Analysis Program v4.80 Page 3 of 3 5/1/2014 PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, SPACES OF TENANTS !N SPACES BELOW, WHEN APPLICABLE. 7. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING INSULATION TO BE AS SPECIFIED FOR WATER PIPING. BE EXTERNALLY INSULATED WITH A MINIMUM OF 2" THICK, 1 LB. REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. 8• INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN DENSITY (R=6.0) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER Dale J. Holland, P.E. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED COPPER TUBE WITH 95-5 TIN-ANTIMONY SOLDERED JOINTS AND IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN K. TESTING, ADJUSTING, AND BALANCING REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING MAY BE SCHEDULE 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED FOR DESIGN AIR QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. SIGNATURE NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND USE BY THE LANDLORD. CONTRACTOR SHALL SUBMIT COPIES OF BALANCE/TEST REPORT TO 14678PE ROOF/WALLjFL00R PATCHED/REPAIRED TO MATCH EXISTING G. USE WATER PIPING OWNER FOR REVIEW PRIOR TO COMPLETION OF PROJECT. IFA REG. N0. STRUCTURE, EXISTING ABANDONED PIPES, DUCTS, EQUIPMENT IN 1, COPPER TUBING (BELOW GRADE): ASTM 888, TYPE "K" SOFT COPPER, CERTIFIED TEST AND BALANCE REPORT IS REQUIRED BY LANDLORD, ! THE FLOOR, EMBEDDED IN CONCRETE, OTHERWISE INACCESSIBLE FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD DUNHIAM's Job Number ARE TO 8E CUT OFF AND SEALED BELOWW OR WITHIN FLOOR OR WALL JOINTS: BCUP SILVER BRAZE. AND LOCAL AUTHORITY HAVING JURISDICTION, CONTRACT DIRECTLY WITH LEVEL WHEN THEY ARE NOT TO 8E REUSED IN THIS PROJECT. IF 0415871-001-00 REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR 2• COPPER TUBING (ABOVE GRADE): ASTM 888, TYPE "L" HARD DRAWN AN APPROVED TESTING AND BALANCING AGENCY, AND PROVIDE WITH SWEAT JOINTS, FITTINGS: CAST COPPER ALLOY OR WROUGHT COMPLETE REPORT TO OWNER AND LANDLORD. Drawn By DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE 2. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JPK EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. D. PIPING OF DISSIMILAR METALS MUST BE DI-ELECTRICALLY SEPARATED. JURISDICTION THE BALANCE REPORT SHALL BE ON THE AABC NATIONAL Appvd By PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING STANDARD REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS GMS GENERAL CONTRACTOR AND TENANT. AS PUBLISHED IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE WITH 1" THICK (K=0.23 @ 75 F) PIPE INSULATION WITH AN ALL SERVICE Sheet line SECTION 15010 - CUTTING AND PATCHING JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE AS A MINIMUM THE FOLLOWING INFORMATION: DEVELOPED RATINGS. OWENS-CORNING OR EQUAL, 2.A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS BALANCING CONTRACTOR. MECHANICAL AND REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 2,B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL D U N H A M PLUMBING SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED 11Z' ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL STANDARDS FOR THIS PROJECT. WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR 102W WHITE "HANDI LAV GUARD" INSULATION KIT TO COMPLY WITH ADA 2.C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. SPECIFICATIONS _ ENGINEER. REQUIREMENTS. 2.D. Dunham Associates, Inc. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND 50 South Sixth Street/Suite 1100 Sheet Number CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR EQUAL. J.R. SUCTION} AS MEASURED BY PITUBE DUCT TRAVERSE AT THE Minneapolis,Minnesota 55402-1540 ' TENANT'S PROJECT MANAGER. SMITH "HYDROTROLS', INSTALLED IN AN UPRIGHT POSITION. UNIT. . MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND PHONE 612'465'7550 2E. 3. EXISTING UTILITIES, ETC, THAT ARE DAMAGED DURING THE H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. FAx 612.465.7551 CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. AMPERAGE READINGS FOR EACH LEG. .. NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR PROVIDE ACCESS DOORS WHERE NECESSARY. 2.F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. WEB dunhameng.com 300 AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND TENANT'S I. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO 2•G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND mechanical + electrical PROJECT MANAGER. PROPERLY SUPPORT ALL PIPING AND FIXTURES, HANGERS SHALL SUIT VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM TYPE OF PIPING INSTALLED AND BE SPACED AT A MAXIMUM SPAN OF 5 OUTSIDE AIR. RETURN/RELIEF/SMOKE EVACUATION AIRFLOW consulting engineering OOPMIGHT M M. CARISON, ARCFNiECT 2014 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. • Ica BRUCE M. H,u CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL: info0cmarch.com CONTACT: ERIC BROOSTIN Project Address I . DXL #9735 J WASHINGTON SQUARE TOO 10218 SW WASHINGTON S{�UARE ROAd II I I G I G1 , _. TIGARD , OR _ I I I I G� I I I I G, 9 7 2 23 II � II I I I I I I I I IL GI I I I I I I G1 Issue Date LANDLORD 04-21 -14 j AREA I G, G1 Revisions ON 7 ON Al7 Date Description By L� II I II II II II II U 0 I I I I I I I I I I I CTI E G1 41 II II II II II II � � G1 II II II � I II II II 0 U u AN u u u v 4v N 19 NICE�1 T � 4-1 Afy s A10 J iipi aTT I I I I I - -- 1 N OA 2 J Q ON 7 4 E ENT ALS Q O G1 O i J Gi Gt G1 G1 J G1 1P7- Inn GI vy C o AC 0 Al o A107C N1AC 4-4 C ON c 0 A3 � n � G G G1 O 4 WLR! LLJ 0 ON 9 A17 G1 1-4 111 '7TI 11G1 �c Q o G' ON A17 ON A5 11 4-4 LLG1 G1 ON A7 p O' G1 G1 G1 G1 -r-- C/') t4 VESTIBULE 8 OO WE R s 1 n n ii n n n n n ii ON 1 N A 0 A/7 0 A19 N 0 Al7 0 A19 0 A19 Z C 0C ' (9c s c 0C " A 4 �c II II II II II II II II II II _._ (JOI O ON 19 A2 01 A G1ISM E I II II II C''`�.,Q RE S CUBIFI Al =— , ESSE TIA S f II II I "H IRA I II II II C.� GI 7Z CNA G1 J II II II II II II II II II II �.,,, I GI C3 F7 I I N (� ON 7 C ONC 17 N A5C 1 N A� N Al 0 Al I I I I I I I I I i t IJGI I I I I I I nob 44m T#1 I + L- I - -D #A r-- A , POO G1 A18 CASUAL 1 C/) O A5 2 8 ON ON S DI P O ON A190C 6 O -01N 0 A5 0 A17 .010 LG18 G1B J!18 G1B G1B ZG1B G1B G1B G1B G1B J CD ON Al 1 FF I El FIT TNG RO MS J3 J3 J3 A11 4 ON Al GENERAL SPRINKLER NOTES C C ON XX �I G1 G1 G1 G1 p M 1. TENANT'S GENERAL CONTRACTOR (T.G.C.) SHALL CONTRACT WITH THE c G1 1 0 LANDLORDS APPROVED FIRE PROTECTION CONTRACTOR FOR ANY i! MODIFICATIONS TO THE LANDLORD'S SPRINKLER SYSTEM. COST FOR G7 TAILOR 2. SUCH WORK SHALL BE INCLUDED IN BID TO THE TENANT. THE T.G.C. SHALL MODIFY THE LANDLORD SPRINKLER SYSTEM PER EXII 4 FYDXL'S REFLECTED CEILING/LIGHTING PLAN ON SHEET A2.1, LANDLORD REQUIREMENTS, AND ALL JURISDICTIONAL AUTHORITIES' ON XX + REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP L Ilk DRAWINGS TO LANDLORD, BUILDING DEPARTMENT, FIRE MARSHAL'S Gt 73 J3 S � OFFICE, AND/OR ANY OTHER REQUIRED JURISDICTIONAL AUTHORITY. INDICATES PANEL CIRCUIT LIGHT GI ON Al A. IN AREAS WITH SUSPENDED ACOUSTICAL TILE CEILING, PROVIDE FIXTURE IS TO BE PLACED ON. SPRINKLER HEADS AND ESCUTCHEON PLATES TO MATCH EXISTING (VERIFY IN FIELD). INSTALL HEADS IN CENTER OF CEILING TILES. IF 2'X4' "SECOND LOOK" CEILING TILES ARE USED, PLACE SPRINKLER HEADS IN OF STOCK 0 B. T STOREFRONT •AND STOREFRONT WINDOWS WITH A �� _ i!► CODED NOTES 1. — GYPSUM DRYWALL CEILING, PROVIDE FULLY RECESSED SPRINKLERFM ON A/1 HEAD AND ESCUTCHEON. 1. SALES AREA LIGHTING SHALL BE CONTROLLED VIA 71MECLOCK PER IECC REQUIREMENTS. Q 3. IF REQUIRED, T.G.C. SHALL. CONNECT FIRE-SPRINKLER ALARM SYSTEM SEE LIGHTING CONTROL DIAGRAMS ON SHEET E3.1. COORDINATE PROGRAMMING SCHEDULE 0 A19AND A19 N A17 o A19 (FLOW SENSORS, ETC) TO BUILDING ALARM SYSTEM. INSTRUCTIONS WITH OWNER. ON 2. b2' LIGHT FIXTURES ARE PROVIDED BY TENANT. GC SHALL INSTALL IN MIRROR FIXTURE. 0C 0C 0C 3. PROVIDE UGH11NG CONTROL SWITCHES ABOVE BACKWRAP. PROVIDE (2) TOGGLE-TYPE UJ SWITCHES AND (1) MOMENTARY OVERRIDE SWITCH. COORDINATE LOCATION WITH FURNITURE e ON s A/s 4 A19 — _." AND ARCHITECTURAL PLANS AND ELEVATIONS. Z 4 LIGHT FIXTURE TO BE USED FOR 24 HOUR NIGHT LIGHTING PURPOSES. FIXTURE TO REMAIN o ON AT ALL TIMES. ON All 5. TRACK LIGHTING CIRCUITS ARE ROUTED THROUGH CURRENT UMITING PANEL REFERENCE CURRENT LIMITING SUBPANEL SCHEDULE ON E3.0. O 6. ALL EMERGENCY, NIGHT LIGHTS, AND EXIT LIGHTS TO BY PASS ALL J4 f BREAK SWITCHING. 8 681 n>� OF CE ' ON A11 e DEMOLITION NOTES -�o�Go o�� Po� F-01 � 4dry 1i•20 1. REFER TO ELECTRICAL DEMOLITION NOTES ON SHEET E4.q FOR REQUIREMENTS. ,p• RO1,,�C 2. EXISTING LIGHTING FIXTURES (NOT BEING REUSED) IN AREAS OF NEW WORK SHALL BE REMOVED COMPLETE WITH FIXTURE CONDUIT AND WIRE. EXISTING CONTROLS. SWITCHES, 5/1/2014 ETC SHALL BE REMOVED COMPLETE WITH DEVICE, CONDUIT, AND WIRE, Jay D. Rohkohi, P.E. GENERAL NOTES 1. COORDINATE EXACT LOCATION OF ALL EXTERIOR FIXTURES AND DEVICES WITH MFERENCE ONLY SIGNATURE r-i -� LIGHTING PLAN ARCHITECTURAL DRAWINGS. NOT APPRGIVED WITH THIS PERMIT 84681 PE 2. ALL WIRING SHALL BE RUN IN CONDUIT, MINIMUM SIZE CONDUIT FOR HOMERUNS IS 3/4" REG. NO. E-1.0 1/4!' = l'—O" �3) CONDUIT, ALL BRANCH CIRCUIT WIRING SHALL BE 2 #12 AND 1 #12 GROUND AWG. EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR. N I WIRE ALL NIGHT LIGHTS, EXIT SIGNS, AND EMERGENCY EGRESS FIXTURES AHEAD OF DUNHAM's Job Number UGH11NG CONTROL AND SWITCHING. 0415871_001-00 4. COORDINATE WORK WITH ARCHITECTURAL FEATURES AND COORDINATE WORK SO THAT Drawn By INTENCES BETWEEN CONDUITS, LIGHTING, EQUIPMENT. PLUMBING WORK, MECHANICAL MMM WORK, AND BUILDING STRUCTURE WILL BE AVOIDED. 5. ALL LIGHT SWITCHES AND COVERS SHALL BE GRAY IN COLOR. Appy d By CONTACT GARY BERINSTEIN FOR LIGHTING CONTROLS 617-823-8620. VERIFY CONTROLS RM AND QUANITY PRIOR TO BID. Sheet Title �1NAI LIGHTING NMT CONTAct D U N H A M u a PANEL AND 0 RENnNG LIMING EIMSMN N DKSTR 710N AND CONTROL PRODUCTS„ LLC OFFKCE:817-823-8620 FAX 617_846-1472 Dunham Associates, Inc. 50 South Sixth Street 1 Suite 1100 Sheet Number Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAx 612.465.7551 116 r WEB dunhameng.com mechanical + electrical consulting engineering OOPNGHT M M. CARLSX AR=CT 2014 11 ISM �. u u ,yr 1 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 1` PHONE: (612) 547-1300 E-MAIL: info0cmarch.com CONTACT: ERIC BROOSTIN Project Address A31 DXL #9735 t3 WASHINGTON SQUARE TOO A34 e,5 10218 SW WASHINGTON SQUARE ROAD " -- TIGARD , OR 1e -1.3.5 97223 LANDLORD AREA 4 /&C., 3#8, 1#10 Issue Date 04-21 -14 STUDIO _ ACTIVE Revisions Date Description By I 17 tz a RTU-2 13 MDP-2,4,6 B2 Q Q. 3^ IIJIOG ® o E E N TI A L S WEATHERPROOF JUNCTION D SNAP SWITCH FOR FUTURE STOREFRONT SIGN C NATE REQUIREMENT 17 WITH SIGN VENDOR. WIRE THR 24 HR, 7-DAY 2 RTU-3 CIRCUIT TIMIECLOCK FOR CON -"7' r 4 ry tet�� /4'C.. 3#8 1#1 OG LLJ 0 A1.A3 17 O FOOTWEAR B1° R7U-5 VESTIBULE t/') to MDP-13,15,17 BUSINESS 3/4"C., 3#8, 1#1 oG B11 C DRESS CLUB ESSENTIALS CASNWRAP cURITY V TY CD ,r'�. p IG IG O IG t 1 ENT �. 'SII 4 Is n d RTU 4 1e 16 MDP-8,1),12 POLO z B s / E2.0 832 3/4'c., 3#8. 1#1oG CASUAL IG 7 B5 AGB 85 GFl 0 �'> n B13 ,Z B13 ® ® ® 817 T QO rkf IF do ' A29 t 3 O 00 00 00 00 010 01 , 13 13 LOUNGE GTI O CLEARANCE FI TTI N G B'I�'O O H S 814 B18,2o B12 J B16 010A"o o .. ....... X TAILOR NOTE. COORDINATE GENERAL RECEPTACLE LOCATIONS IN SALES AREA WITH WOOD AND J FY F Ffl" � J CEMENT BOARD PANEL LOCATIONS ALONG WALLS. 0 LL POWER PLAN - GENERAL NOTES TT I I I I I I I I i FT 1 1 -1---7- 1 1. COORDINATE EXACT LOCATION OF ALL EXTERIOR FIXTURES AND DEVICES WITH 110 010 10 010 ' A STOCK ARCHITECTURAL DRAWINGS. 2. ALL WIRING SHALL BE RUN IN CONDUIT. MINIMUM SIZE CONDUIT FOR HOMERUNS IS 3/4' CONDUIT, ALL BRANCH CIRCUIT WIRING SHALL BE 2 /12 AND 1 /12 GROUND AWG. EACH to BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR. 3. COORDINATE WORK WITH ARCHITECTURAL FEATURES AND COORDINATE WORK SO THAT INTERFERENCES BETWEEN CONDUITS, LIGHTING, EQUIPMENT, PLUMBING WORK, MECHANICAL WORK, AND BUILDING STRUCTURE WILL BE AVOIDED. B6822 4. ALL OUTLETS AND OUTLET COVERS SHALL BE GRAY IN COLOR. UJ POWER PLAN - DEMOLITION NOTES GFl 1. REFER TO ELECTRICAL DEMOLITION NOTES ON SHEET E4.0 FOR REQUIREMENTS. IG 2 2. EXISTING DEVICES (NOT BEING REUSED) IN AREAS OF NEW WORK SHALL SE REMOVED BREAK COMPLETE WITH FIXTURE CONDUIT AND WIRE. EXISTING CONTIROL.S, SWITCHES, ETC SHALL BE REMOVED COMPLETE WITH DEVICE, CONDUIT, AND WIRE. 2 to 3. LOW VOLTAGE WIRING SHALL BE REMOVED PER NEC 800.25. IG OFFICE B29® O ® O8824 826 $1PE0 =-F: _qA F.F. 48' A.F.F. B28 830 F-01 OREGON ® �N KEYED NOTES - -1� 44 *. B27 B21 TGn81 821 1. LOCATION OF TENANT ELECTRICAL DISTRIBUTION EQUIPMENT. � '0�4 2. EXISTING UNIT HEATER TO REMAIN. VERIFY EXACT LOCATION IN THE FIELD. '9I. 3. RECEPTACLES FOR MTM WALL CABINET SHALL BE MOUNTED IN WALL HORIZONTALLY W-D'. Rom © 4. PROVIDE POWER AND DATA UNE CONNECTION TO TRAFFIC COUNTER IN MUWON AT 50A.F.F. 5/l/2014 5. RECEPTACLES FOR LIGHT BOXES SHALL BE MOUNTED IN WALL HORIZONTALLY 9' A.F.F. TO CENTERLINE Jay D. Rohkohl, P.E. CCTV EQUIPMENT 6. PROVIDE NEW TELEPHONE JACK AT LOCATION SHOWN. JACK SHAW. BE LOCATED AT 48' A.F.F. O GFI O 7. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AT 6'-6' A.F.F. FOR POWER AND DATA AT THE WALL , POWER P LA N 48' A.F.F. 44' A.F.F. MOUNTED TELEVISION. & PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AT 86' A.F.F. FOR POWER AND DATA TO THE MONITOR. SIGNATURE E-2.0 1/4" = 1'-0" POWER AND DATA OUTLETS TO RE RECESSED IN WALL BEHIND MONITOR. COORDINATE TYPE NTH DXL CONSTRUCTION REPRESENTATIVE REFERENCE ONLY REG. NO. 84681 PIS N 9. POWER FOR THIS CIRCUIT SHALL BE PLACED ON LIGHTING CONTROL PANEL VOT APPROVED WITH THIS PERIVSIT 10. ROUTE (2) 3/4' CONDUITS DOWN WALL AND INTO FLOOR FOR POWER AND DATA. CONTINUE IN FLOOR TO FLOOR BOX. REPAIR FLOOR TO MATCH EXISTING CONDITIONS, DUNHAM's Job Number 11. ROUTE (5) 3/4' CONDUITS DOWN WALL AND TRENCH INTO FIXTURE FOR POWER AND TELE/DATA AT FRONT 0415871-001-00 MAP' Drawn By 4 ; 12. RECEPTACLE MOUNTED JUST ABOVE WALL BASE BOTTOM OF OUTLET COVER SHALL BE ABOVE BASE (BY MMM T.G.C.) RIM pv d By 13. PROVIDE RECEPTACLE 6' ABOVE WINDOW WITH LONG DIMENSION HORIZONTAL WIRE THROUGH TIMECLOCK. 14. J-BOX FOR ELECTRIC WATER HEATER. WATER HEATER SHALL BE MOUNTED ON NEW PLATFORM ABOVE Sheet Title SERVICE SINK IN STOCK ROOM. (BY T.G.C.) AAh I& PROVIDE (1) QUAD RECEPTACLE FOR TELEPHONE SYSTEM AND (1) QUAD RECEPTACLE WITH RJ31 X JACK FOR ALARM PANEL SEE RISER ON SHEET E3.o FOR MORE INFORMATION. D U N H A PO'RM 16. DISCONNECT SWITCH FOR POWER TO RTU ON ROOF. REF. SHEET E&O. PLW 17. WEATHERPROOF GFI MAINTENANCE RECEPTACLE AT RTU. CIRCUIT MDP-19. 18. PUSH BUTTON AT 48' A.F.F. FOR SERVICE DOOR. CONNECT TO BUZZER AS INDICATED. Dunham Associates, Inc. 2 CASHWRAP ELECTRICAL ELEVATION 19. INSTALL BUZZER ABOVE COLING WHERE SHOWN. CONNECT TO PUSHBUTTON AT REAR DOOR. 50 South Sixth Street/Suite 1100 Sheet Number E2.0 sc nom 20. PROVIDE NEW TELEPHONE JACK AT LOCATION SHOWN. JACK SHALL BE MOUNTED BELOW SURFACE OF Minneapolis, Minnesota 55402-1540 CASHWRAP/BACKWRAP. VERIFY THAT SCREWS ARE NOT TOO LONG SO AS TO DAMAGE EXTERIOR OF MILLWORK PHONE 612.465.7550 WHEN SCREWS ARE TIGHTENED. VERIFY BOTH POWER AND DATA ARE BELOW COUNTERTOP. 21. PROVIDE RECEPTACLE FOR REFRIGERATOR. COORDINATE EXACT LOCATION IN FIELD. FAX 612.465.7551 WEB dunhameng.com E�2* mechanical + electrical consulting engineering COPYNGHT 9=IL CARLSON, ARCINTECT 2014 r I I 1 i t 7 ! � ! i I I 7 :I I I ( I I li I I 1 1 Ill 1 1 III I I I! t III 1 1 1 II I I I I 71 I i9I IAlII�IEtlI I I II (I I 71 I q k° I� l BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL: infoOcmarch.com ( ( f I I ( I ( 1 n < CONTACT: ERIC BROOSTIN I I 0 Project Address t II II I I Cn II II II I II II II o DXL #9735 LANDLORD II II I I I I II I I II AREA ' " ' " ' " " " WASHINGTON SQUARE TOO II I I I II II II -�- I I I10218 SW WASHINGTON kUDI0 ii I � I li ii li ACTIVE II II II II II II SQUARE ROAD TIGARD , OR IIII II I II II II 97223 u u u u u u u V'V Issue oats 05--01 -1 4 Revisions Dote Description By a E ENTIALS a a a a DI a111000 — (5) LINES FROM CD FOOTWEAR n n n n n ��� PANEL n VESTIBULE 0 II II II II II I e II II � II II II II II II I II II BUSINESS 'I ' II II � � r)"00DRESS CLUB ESSENTIALS �A�H A 2 �I it II -r- d II I I II II — fl SII 3 II II = == Q II II II II II II II II n Cy -- :i�< cn C/7 II II II II I II I II �, � II II II UI UI II II n UI U' POLO 'K:7 0001 O � O CASUAL . 1---r)I I Ts � � - D7 TS8 TS D6 CD D11 DISPLAY FE F911 ® o ® .� O) OTO 010 010 010 010 0 0 F �- —Too oFo ry LOUNGE z ZI 1 13: TS5 CLEARANCE —IJ U D� FITTING ROOMS 3 t PATOH PANEL ry 41 11 11- W CD < TAILOR p w M N CD O -- TSS 24 PORT PATCH PANEL BY COMMWORKB -TT I I I T I I I LOCATED N STOCKROOM 81r DMAW 710 010 TOO 10 010 0 STOCK Z D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 z e D9 0 KEYED NOTES 1. ROUTE (2) 3/4' CONDUITS DOWN WALL AND INTO FLOOR. CONTINUE IN FLOOR TO FLOOR s BREAK BOX AT MTM DESK. REPAIR FLOOR TO MATCH EXISTING CONDITIONS 2. ROUTE (5) 3/4' CONDUIT'S DOWN WALL AND INTO FIXTURE FOR POWER AND TELE/DATA D8 O F ICE ® ® AT FRONT WRAP. ROUTE ALL DATA LINES FROM PATCH PANEL MOUNTED IN STOCKROOM . 3. CONTRACTOR SHALL PROVIDE (1) RJ31X JACK ADJACENT TO ALARM PANEL DATA JACK SHALL 8E WIRED INTO T52 PHONE UNE. 4 LOCATION OF TELEPHONE BOARD. ALL TELEPHONE WIRES SHALL BE PULLED FROM THIS LOCATION. SEE ELECTRICAL RISER ON SHEET E&O FOR MORE DETAILS. TS6 5. COMMWORKS SHALL PROVIDE DEDICATED FAX LINE. --.— V 6. COMMWORKS SHALL RUN UNE FROM PHONE BOARD TO MUSIC SYSTEM. 7. PROVIDE CAT 5 CABLES FOR FUTURE. FROM HEAD END OF CCTV SYSTEM IN OFFICE TO o FRONT DOOR AND CASK WRAP. & PROVIDE 25' OF SLACK ON EACH END. EACH CABLE TERMINATED TO PATCH PANEL AND LEFT IN A LOOP LABELED ON SALES FLOOR �1LOW—VOLTAGE PLAN w w 81PE'O OREGON �. N . R 5/1 014 Jay D. Rohkohl, P.E. NETVKM AND TELEM M SChEDIILE SIGNATURE CJ1�.E tM TO IN61'ALL CAG, cA®Ct~ CAEIt.F oc�me REFERENCE ONLY REG. NO. 84681 PE NAMEIMBY NOT APPRovED WITH THIS PERMIT OI PATCH PANEL AT OACIGI l CA210140 FRaIT CA', IOW E1: POS IEpSTER 1 D 02 PATCH PNEL AT 0400AN0 CA91OW MIR CA9WW EC C M1MMdMcs Pas Kam 2 041158715871 s Job Number -001-OD 03 PATCH PNMT AT SACT OWINI CA9WW FRONT CA9fWW EC OOIMIMO11" Pas FED 4 Of 3 Drawn By 04 PATCH PAHL AT OACM M CA91M1AP PIMMIT CAS~ EC Co MilNf=S POS NDG1f M 4 MMM 05 PATCH PANEL AT OAIMiOWMMI CI►91MRAP FIIAW CA9IMRAP EC COMIN1=1 LA'9F7!POM OM PATCH PANSY.AT OAO11110 0 SACIWW SAt1IMFkIW EC CaliM/walMl! DESKTOP PC AMpv d By 07 PATCH MIR AT OAOiOWM1g OAOIrKtAP OACICOW EC COMIMOIMIS VAK Ds PATCH PNEL AT sAaMEOAM MNIAGM OFFKTE MANAGM OFF X7E EC OOAMIMONKS DE9ITOP PC Sheet Title 00 PATCH PANEL AT OA INCA M) WMAGM OM MAHAWn 0" EC CONMM0" CMA PMNIIE9! 010 PATCH PNMT AT eAatlf0AN0 MAGE TD MEAS K OM N a9N N nom am M cm OFANTIE7IT EC CaAMIMOIMIS MAGE TO MEA'MAE DE!9KTOP PC LOWVOLTAGE OH1 PATCH PNET.AT OACIISOIMO CM=NEA CEMX10 ANSA EC COAMiM01NS 7Mw7A3O ACCESS PaNIT(MAP) DU N RANI PLMM2 PATCH PM&AT OACNOW am=NEA NKA*ENTRY on& CM=NEA E9: 001111111111111=11 III.*=COUNINO M 1EY9FHIM SVIS cAs"MUP-EN°HEAR sm°"NN,°E &a MDum N c,A91NtA° M O,1WN1=1 °oN°Eo K410 r Dunham Associates, Inc. 121 IETFPH=$YSTEM CA9HMRAP-AT EM AMNT RM SM ENTRNICE .Mat MOUNTED N CA9#MGP EC Cp/1MdMIs 001 r o NAIMW HAW TSM Ino"OIE SYSIEM 94amw So MOUNM N OACII EC OOM1Mt" CORDLESS 50 South Sixth Street!Suite 1100 Sheet Number Ts4 IDEPHONE SI' mM MNUOER'S OFFItT< W#U MAX NEAR MAHAaors DESK EC Im Ln-Its CORDED HANDSET Minneapolis, Minnesota 55402-1540 TS6 InEFIIONE 3V= FTT1N0 ROa1S M CLOSET ON AUTO FR EC COM1NtlWCs CORDLESS HAMOSET PHONE 612.465.7550 TS10TEYEF=01151E11 370a0100M SIt1CHIIlaOAt EC 001M1MINts Cm Kill HANtkET rnx 612.465.7551 � W 1aEP14OIE SYSTEM TAM ANSA WAU Am N TMA AREA EC COt1IFM01NS COMM HAMOSET WEB dunhameng.cam � T1MI TEIEPNONe saw UX11"AP 'Nat MOINTED N SAGIMNAP M FAX MACIM1E EC C0IMHwm DEDICATED FAX UWE mechanical + electrical consulting engineering CWYRIpIT M Y. CARLSON, ARCHITECT 2014 i ELECTRICAL SYMBOLS LIGHTING SPECIFICATION - B&C STORE LIGHTING Rf-LAY SCH FDU LE # I (ALL SYMBOLS SHOWN ARE NOT MARK TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION TRIM/ VOLT TOTAL MOUNTING LAMP REMARKS r BRUCE M. NECESSARILY USED ON THE DRAMIGS) COLOR WATTS RELAY CONTROL LOAD CARLSON 8' DIA RECESS DOWNLIGHT 2-42 WATT CFL GENERAL LIGHTING USE architecture • planning • interiordesign n C JUNO COH-226/42T-C852-CL-WH LOCATION: SALES AREA WHITE IN 84 RECESSED (2) CF42DT/E/IN835 WITH CLOSED CEILING NO TYPE EM CONTROL BUTTON VAC CRCUIT i LOAD P 9 9 1,3,5 HDA TO PANEL-A". CIRCUIT 11.3,5 (VIA 2OA-1P CIRCUIT BREAKERS}. TWO /12 SALES AREA BRUCE M. CARLSON, ARCHITECT --""'A CONDUCTORS (MINIMUM SIZE), UM A GROtNiDING CONDUCTOR SHALL BE PROVIDED N 1 S N ZONE 1 12W Al STORE FRONT SIGN 800 WASHINGTON AVE. N., SUITE 208 ALL CONDUITS. REFER TO SPECF CATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS. GENERAL LIGHTING USE MINNEAPOLIS, MN 55401-1148 6" DIA RECESS BOWNLIGHT 2-42 WATT CFL (2) CF42DT/E/IN835 2 S N ZONE 1 120V A3 STORE FRONT SIGN MN 547-13 CE JUNE] C8H-226/42T-0852-CL-WH EB WHITE UNI 84 RECESSED WITH CLOSED CEILING PHONE: _——_ NFLOOR/UNDER LOOR CONDUIT/WIRE LOCATIOIW SALES AREA SALES AREA 3 S N ZONE 1 120V A2 SHOW WIDOW LIGHTING E-MAIL: i n f o@c m a rc h.co m CONTACT: ERIC BROOSTIN —'--0 CIR011I1RY TURNING UP 6' DIA RECESS DOWNLIGHT 50WATT 4 S N ZONE 2 120V A7 SALES GENERAL LIGHTING HALOGEN FLOOD WHITE UNI 50 RECESSED 75PAR30/H/FL 5 WAY MIRROR Project Address UGI PANELBOARo - 208Y/120 VOLT. 34 4 MIRE O D2 JUNO IC21-247C-VH LOCATI01* 5-WAY MIRROR PANELBOATD - 48gY/277 VOLT, 34 4 WIRE GI JUNG LEDTRF 5 S N ZONE 2 120V Ala FITTING ROOM LMHTING D X L #9735 ® 1 WATT WHITE 120 21 TRACK LED RACK HEAD LR38t25/3oK/21W/ SALES AREA TRACK WASHINGTON SQUARE T00 ® TELEPHONE BACKBOARD - 3j4- FIRE RATED PLYWOOD, SIZE INDICATED ON PLAN 1450/WH FIXTURE of S N ZONE 2 120V A15 RESIROOMS Q "CTM BOX 7 S N ZONE 2 120V A29 SHOW WINDOW RECEPTACLES 0218 SW WASHINGTON G1-11 JUNG LEDTRF 21 WATT LED TRACK HEAD BLACK 120 21 TRACK LR38/25/30K/21W/ FI�� TRACK SQUARE ROAD 145O/BK 8 s N ZONE 2 120V A31 SHOW WINDOW RECEPTACLES OSCONNECT SWITCH UNFUSED ('"` DISpO MECT SWITCH FUSED: 'AS' - INDICATES AMPERE SWITCH SIZE 'AF' - 9 S N ZONE 3 120V A4 TRACK UGH7NG T I V A R D , OR INDICATES AMPERE FUST: SZE 35 WATT LED WALL WASH/FLOOD TRACK LIGHTING AT W JUNO T256LED-3(-WH WHITE 120 35 TRACK F013TWEAR 9 7 2 2 3 10 S N ZONE 3 120V A8 TRACK LIGHTING ® DRY TYPE TRANSFORMER it S N ZONE 3 120V A8 TRACK LIGHTING Hi ACCULITE E3-50PS-E12-S12-SR-CS 16' DIA ALUM REEL PENDANT MOUNTED 5OW SILVER 120 50 PENDANT MHC50/U/MP/3K-ALTO FITTING ROOMS Issue Date DUPLEX RECEPTACLE - 125 VOLT, 2 POLE„ 3 MIRE, GROUNDING TYPE, 20 AMPERE. • METAL HALIDE 12 S N ZONE 3 120V AID TRACK LIGHTING 04•-21 -14 MOUNTED AT 18' AFF UNLESS OTHERWISE NOTED: '2' INDICATES CIRCUIT NUMBER Revisions 'Co INDICATES MOUNTED 8' ABOVE COUNTER 'S4' INDICATES 54' AFF J2 TEXAS fl.lT IN0232W-MV 48„ TWO LAMP 32 WATT T8 FLUORESCENT WHITE 120 64 CHAIN S11.YANIA STOCKROOM MOUNTED 13 S N ZONE 3 12gY Al2 TRACK LIGHTING Date Description By INDUCTRICAL STRIP WITH REFLECTRO ELECTRONIC "IIP INDICATES WEATHERPROOF COVER HUNG (2) F032 j$35 jEC� AT i 2' ABOVE STOP( W � ISOLATED pROND TYPE BALLAST UNIVERSAL VOLTAGE. SHELVES CHAIN BY E.0 14 S N ZONE 3 120V A14 TRACK LIGHTING a 'GF' INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE 15 S N ZONE 3 120V A18 TRACK LIGHTING Q DOUBLE DUPLEX RECEPTACLE - 125 VOLT, 2 POE, 3 WIRE, GROUNDING TYPE, 20 - — — — — - J3 TEXAS FLUORESCENT IND332W-MV 48' THREE LAMP 32 WATT T8 FLUORESCENT WHITE 120 96 SURFACE SYLVANIA TAILOR CENTER 18 s N ZONE 3 12U)V A18 TRACK uGHnNG AMPERE, MOUNTED AT 18' AFF UNLESS OTHERWISE NOTED. INDUCTRICAL STRIP WITH REFLECTRO ELECTRONIC (3) F032/835/ECO Q BALLAST UNIVERSAL VOLTAGE. SINGLE (SILIPLEX) RECEPTACE, TYPE AND MOUNTING AS INDICATED ON THE 2X4 (3) LIGHT PRISMATIC FIXTURE DRAMANGS. J4 SIN KAR TY244-332-1111-UdV LOCATMI* OFFICE WHITE 120 96 RECESSED (3) 32W 48' T8 OFFICE 17 S N ZONE 3 12DV A20 TRACK LIGHTING d ® DUPLEX RECEPTACLE - 125 VOLT, 2 POLE, 3 MIRE, 20 AMPERE MOUNTED N FLOOR 18 S N ZONE 3 120V A22 TRACK LG;H71MG Box 19 S N ZONE 3 120V A24 TRACK LIGHTING "C' INDICATES MOUNTED IN CEILING K NUTONE QTXEN11OFL EXHAUST FANLIGHT COMBO WHITE 120 200 RECESSED INCLUDED TOILET RSI COMBNA71 N DUPLEX RECEPTACLE AND V0a/0ATA OUTLET MOUNTED IN FLOOR BOX. T LOCATION: TOILET ROOM 20 S N ZOw 3 120Y A26 TRACK LIGHTING ® FLOOR on DOUBLE DUPLEX RECEPTACLE - 125 VOLT. 2 POLE. 3 WIRE, 20 AMPERE MOUNTED IN ® K1 BROAN QTiIOLE EXHAUST FAN/LIGHT COMBO WHITE 120 74 RECESSED INCLUDED TOILET ROOM 21 S N ZONE 3 /20Y A34 SALES DISPLAY SHELVING Q. FRE RATED POKE-1HROUGH DEVICE K1 LOCATMI* TOILET ROOM 22 ry -P- INDICATES DUPLEX RECEPTACLE - 125 VOLT, 2 POLE, 3 WIRE, 20 AMORE INN K2 PANASONIC FV-IIVF2 EXHAUST FAN WHITE 120 33.5 RECESSED - TOILET ROOM W -T- INDICATES 7ELEPHONIE/DATA 24 ry SWITCH - SINGLE POLE TOGGLE TYPE - 120/277 VOLT. 1-HP RATED. 20 AMPERE, / MOUNTED AT 48' AFF UNLESS OTHERWISE NOTED. cl: '”" � *3- IDICAIES THREE WAY SWITCH �L L PROGRESS LIGHTING P7211-MB LINEAR FOURESCENT LIGHTING OVER BRUSHED I20 17 SLWACE (1) 17 W T8 FL TOILET ROU! NOTE: VERIFY TIME CLOCK SCHEDULE WITH OWNER AND LANDLORD. C' INDICATES SWITCH MOUNTED 8+ ABOVE COUNTER "o INDICATES SNITCHED FIXTURE CONTROL C "OS' INDICATES OCCUPANCY SENSOR SWUM 12' DIA PENDANT MOUNTED 42W CFL CURRENT LIMITING SU B P AN EL NATIONAL ACLOLT CONTACT' CURRENT UNITING PANEL (,/'") -D INDICATES DIMMER SWATCH - WATTAGE AS INDICATED ON PANEL SCHEDULE. EACH BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR N JUNO E3-142CF-UN-SI2-SR-CS LOCATIONS CASHVRAP SILVER 120 42 PEDANT CF26DT/E/IN835 PENDANT AP DECORATIVEGRAY BERNSTEIN PENDANT CIRCUIT NUMBER WATTS AMPS DISTIL ON AND CONTROL PRODUCTS, LLC CORRESPONDING OFFICE:617-823-8620 "DF" INDICATES FLUORESCENT DIMMER SWATCH - WATTAGE AS INDICATED ^� FAX: 617-846-1472 �� � C) r4-)'�� J' ON PANEL SCHEDULE. EACH BRANCH CRCUT SMALL NC UDE A SEPARATE A2 840 7 A NEUTRAL CONDUCTOR � T2 JUNO T2WH 21 TRACK WHITE WHITE 120 0 SURFACE - SALES AREA TRACK LOCATIONS SALES AREA A4 600 5 A �13 LIGHT FIXTURE: 'A' INDICATES FIXTURE TYPE. '13" INDICATES CIRCUIT NUMBER, "o A6 600 5 A a INDICATES SNITCH CONTROL REFER TO LUMINAIRE SCHEDULE FOR OESCRIPT 0N. A T4 T4 JUNO T4WH 41 TRACK WHITE WHITE 120 0 SURFACE - SALES AREA TRACK A8 600 5 ALA LIGHTING; FIXTURE FIXTURE WITH 1 BALLAST MITO EMERGENCY AND/OR NIGHT LIGHTING CKT. LOCATION' SALES AREA N� A10 600 5 A ILLUMINATED T' LIGHTINGCEILING MON w MON Al2 840 T A �'� PROVIDE DRECCTIONAtLAARROWS AS 10 ON FLOOR K �• T6 T6 JUNE T6WH 6' TRACK WHILE WHITE 120 0 SURFACE - SALES AREA TRACK LOCATION' SALES AREA A14 600 5 A EX EXISTING FIXTURE TO REMAIN. c"' raoo, � A16 600 5 A l� J RE EXISTING FIXTURE TO BE RELOCATED AS SOW T8 T8 JUNO TOWN 81 TRACK WHITE WHITE 120 0 SURFACE - SALES AREA TRACK A18 844 7 A 0 LOCATIDr: SALES AREA A20 600 5 A „�_p 3�: [[�� EMERGENCY LIGHTING BATTERY LINT NTH HEADS AS INDICATED. r � � TC TIME CLOCK T2..,.� T211 JUNO T2BL 21 TRACK BLACK BLACK 120 0 SURFACE - WINDOW TRACK A22 8407 A v , c) LOCATMI* WINDOW DISPLAY A24 960 8 A IL.�� q COMBINATION VOICE/DATA OUTLET- MD'1MOUNTED AT 18' AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG 80X WITH PLASTER RING AND 3j4' CONDUIT TO ABOVE THE A26 840 7 A �•�•J ACCESSIBLE CEILING. "W' INDICATES WALL MOUNTED AT 54' AFF, 'C' INDICATES MOUNTED ' ABOVE COUNTER Tog T4B JUNG T4BL 4 TRACK BLACK BLACK 120 0 SURFACE - WINDOW TRACK ' LOCATIM WINDOW DISPLAY NOTE: CIRCUITS TO HAVE APPROXIMATELY 20% 0 DOOR BUZZER SPARE CAPACITY. (`y CD O DOOR BELL T6111 T611 JUNG T69L 6' TRACK BLACK BLACK 120 0 SURFACE - WINDOW TRACK LOCATION' WINDOW DISPLAY PUSHBUTTONJ []F FRE ALARM MANUAL PULL STATION MOUNTED AT 48' AFF. T8B - T8B JUNCO TBBL 81 TRACK BLACK BLACK 120 0 SURFACE WINDOW TRACK XFIRE ALARM AUDIOVISUAL ALARM SIGNAL WALL MOUNTED AT 80' AFF, LOCATIONS WINDOW DISPLAY FRE ALARM VISUAL ONLY ALARM SIGNAL WALL MOUNTED AT 80' AFF. ® EXI NAVILITE NXECRBIRWW LED EDGE LIT EXIT SIGN WHITE UNI 0 WALL LED/ INCLUSALES AREA DED MOUNTED WALL I FIFE ALARM SMOKE DETECTOR LOCATION: SALES AREA EXIT SIGN ON RED SD FRE ALARM DUCT MOUNTED SMOKE DETECTOR - FURNISED AND MOUNTED BY MC, 0 NO BY EC ® EX2 NAVILITE NXESBAIRWAA LED EDGE LIT EXIT SIGN WHITE UNI 0 SURFACE LED/ INCLUDED SALES AREA SURFACE LOCATIM SALES AREA EXIT SIGN ON RED MOUNTED ® EX3 NAVILITE NXP93RWH LED THERMOPLASTIC EXIT SIGN UNI 0 WALL LED/ INCLUDED BACK OF HOUSE EXIT LOCATMI* BACK OF HOUSE EXIT SIGN SIGN oi! EXISTING CEILING FIXTURES LEGEND til EX4 NAVILITE NXPC3RWH LED EXIT SIGN CONDO UNI 0 WALL LED/ INCLUDED LED EXIT SIGN COMBO LOCATION: BACK OF HOUSE EXIT SIGN �I —1'X4'UGHT t� �. EM2 NAVILITE N2WH EMERGENCY UNIT WHITE UNI 0 UNIVERSAL INCLUDED EMERGENCY UNIT I UAA1 � —DOWN LIGHT ® Em3 EMERGI-UTE PROVIDER SERIES EMERGENCY LIGHT WHITE 120 12 UNIVERSAL INCLUDED SALES SDTED A COL MN LLY —2'X2' LIGHT DP-C F2A BXL3016100INNVCZW SALES AREA DECORATIVE PENDANT - - 18W PENDANT S6721 18W SPIRAL LAMP LOCATIONS CLUB i mama= —TRACK LIGHT _ ^81 ® -EXIT LIGHT v OREGON -CD FRB A301121105131-TRACK SALES AREA DECORATIVE PENDANT - - 18W PENDANT S6721 18W SPIRAL LAMP � o� LOCATIUM CASUAL DRESS vy Mary i i,2 +E�E� EMERGENCY LIGHT l• Ro ` 5/1/2014 Q -PL Pte. SL12i4 SALES AREA DECORATIVE PENDANT - - - PENDANT 60G40/CL Jay D. Rohkohl. P.E. —MOTION DETECTOR LOCATION6 POOL TABLE —SPRINKLER HEAD 0 DP-S F2C SK12 SALES AREA DECORATIVE PENDANT - - 20-25W PENDANT 132520 20 - 25 WATT EDISON EX = EXISTING LIGHT FIXTURE TO REMAIN LOCATMI* STUDIO STYLE LAW SIGNATURE 84681 PE RE • EXISTING LIGHT FIXTURE TO BE RELOCATED AS SHOWN. CR-SN518GV-CG-118AR-RAL REFERENCE ONLY REG. No. 5007-TRACK SALES AREA DECORATIVE PENDANT - - _ NOT APPROVED WITH THIS PERMIT DUNHAM's Job Number DP-A F2D LOCATIDNp ACTIVE PENDANT 60G40/W 0415871-001-00 AC70-150-A21F/MED-ALUM- - - Drawn By -DB FIB CS-DC(BK)24'-PERF TOP SALES AREA DECORATIVE PENDANT 75W PENDANT 75PAR30/H/FL MMM LOCATIM DENIM BAR Appy d By THE FIXTURES WITH THE HATCHING SHALL BE ON RM HD A 24 HOUR CIRCUIT. REF. SCHEDULE THIS SHEET. Sheet Title DUN HAM Ls Dunham Associates, Inc. ALL EXISTING ELECTRICAL INFORMATION SHALL BE 50 South Sixth Street/Suite 1100 Sheet Number VERIFIED IN FIELD PRIOR TO START OF CONSTRUCTION. Minneapolis,Minnesota 55402-1540 PHONE 612.465.7550 FAx 612.465.7551 wee dunhameng.com ra�34,0 mechanical + electrical consulting engineering COPYRIt21T 11M IL CAM. Aii'MCT 2014 i li 1 1 1 I I I' I I I' 1 l i I i i II t iii il.i i ni.i i a i i i 1.I I lillll Ikl 11 Ill.il rr l F. BRUCE M. architecture - planning - interior design BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E—MAIL: info0cmarch.com CONTACT: ERIC BROOSTIN Protect Address Panel : RELOCATED PANEL MDF Volta e: I 1201208V, 3PH, 4W Panel : RELOCATED PANEL A Volta e: 1120/208V, 3PH, 4W I Panel ; RELOCATED PANEL B Voltage: 120/208V, 3PH, 4W D X L #9735 C_ode L Code C Code R Code M Code E Code K Code D Code L Code C Code R Code M Code E Code K Code D Code L Code C Code R Code M Code E Code K Code D No. Amp/ Note Description Ph VA VA VA- VA VA VA VA. No. Amp! Note Description Ph .. .�VA.._.a __..VA., . . .VA..... ... VIA VA.... ._....VA....... VA No. Amp/ Note Description Ph VA VA VA. VA.. . VA....__ __.VA..... __.VA._...._ WASHINGTON SQUARE TOO 1 45 RTU-1 -A- 3996 1 20/1 STOREFRONT SIGN -A- 1200 1 20/1 CASHWRAP RECEPTACLES -A- 540 3 / it - B - 3996 3 20/1 If - B - 1200 3 20/1 CASHWRAP RECEPTACLES - B - 540 10218 SW WASHINGTON 5 3 -C- 3996 5 20/1 EXIT/EMERG/ NIGHT LIGHT -C- 324 5 20/1 BACKWRAP RECEPTACLES -C-1 360 7 45 RTU-3 -A - 3996 7 20/1 1 SALES GENERAL LIGHT -A- 1400 7 20/1 BACKWRAP IG RECEPTACLES -A- 360 SQUARE ROAD 9 / - B - 3996 9 20/1 FITTING ROOM LIGHTS - B - 650 9 20/1 SECURITY EQUIPMENT - B - 500 11 3 -C- 3996 11 20/1 BOH LIGHTS -C- 768 11 20/1 MONITOR -C- 700 T I G A R D 0 13 45 RTU-5 -A - 3996 13 20/1 SPARE -A - 13 20/1 FLATSCREEN TV -A- 700 R 15 / to . B - 3996 15 1 20/1 RESTROOMS - B . 98 15 20/1 STOREFRONT RECEPTS - B - 360 Z 17 3 01 -C- 3996 17 30/1 SALES FLOOR LIGHTING -C- 1932 17 20/1 STOREFRONT RECEPTS -C- 360 J 19 20/1 ROOFTOP GFI -A- 540 19 20/1 SALES FLOOR LIGHTING -A- 1764 19 20/1 MANAGERS RECEPTS -A- 360 21 20/1 SPACE - B - 21 20/1 SPARE -B - 21 20/1 MANAGERS RECEPTS -13 - 360 Issue Date 23 20/1 SPACE -C- 23 20/1 SPARE -C- 23 20/1 MANAGERS IG -C- 360 04-21 -14 25 2011 SPACE -A- 25 20/1 SPARE -A- 25 20/1 MANAGERS IG -A- 360 Revisions 27 20/1 SPACE - B - 27 20/1 SPARE -B - 27 20/1 MANAGERS SECURITY -B - 500 29 20/1 SPACE -C- 29 20/1 SHOW WINDOW RECEPTS -C- 540 29 20/1 TOILET GFI -C- 360 Dote Description By 31 20/1 SPACE -A- 31 2011 SHOW WINDOW RECEPTS -A- 540 31 20/1 SPARE -A- 33 A-33 20/1 SPACE - B - 33 20/1 SPARE -B - 33 20/1 SPARE -B -1 35 20/1 SPACE -C- 35 20/1 OFFICE/TAILOR LIGHTING -C- 864 35 20/1 SPARE -C- 37 C- 37 20/1 SPACE -A- 37 20/1 SPARE -A- 37 20/1 SPARE -A- 39 A-39 20/1 SPACE - B - 39 20/1 SPARE - B - 39 20/1 SPARE -13 " 41 B - 41 20/1 SPACE -C- 41 20/1 SPARE -C- 41 20/1 SPARE -c- 2 C-2 50 RTU-2 -A- 4332 2 20/1 STOREFRONT TRACK LIGHTING -A - 598 2 20/1 SALES AREA RECEPTACLES -A- 900 Q 4 / - B - 4332 4 20/1 TRACK LIGHTING - B - 391 4 20/1 SALES AREA RECEPTACLES -B - 1080 6 3 -C- 4332 6 20/1 TRACK LIGHTING -C- 437 6 20/1 SALES AREA RECEPTACLES -C- 900 Q 8 50 RTU-4 -A- 4332 8 20/1 TRACK LIGHTING -A- 455 8 20/1 SALES AREA RECEPTACLES -A- 720 10 / -B - 4332 10 20/1 TRACK LIGHTING -B - 737 10 20/1 SALES AREA RECEPTACLES -B - 1260 12 3 '" -C.1 4332 12 20/1 TRACK LIGHTING -C- 598 12 20/1 PHONE/ALARM RECEPTACLES -C- 720 14 2011 SPACE -A- 14 20/1 TRACK LIGHTING -A- 483 14 2011 SEWING MACHINES -A- 1500 16 2011 SPACE -B - 16 2011 TRACK LIGHTING -B - 358 16 20/1 STEAM GENERATOR -B - 2000 0 18 20/1 SPACE -C- 18 20/1 TRACK LIGHTING -C- 667 18 20/1 STEAM PRESS -C- 2500 20 20/1 SPACE -A- 1 20 20/1 TRACK LIGHTING -A- 460 20 20/1 1 2500 ^ 22 20/1 SPACE - B - 22 20/1 TRACK LIGHTING - B - 611 22 20/1 DRINKING FOUNTAIN -B- 1000 24 20/1 SPACE -C- 24 20/1 TRACK LIGHTING -C- 759 24 2011 REFRIGERATOR/MICROWAVE -C- 1500 26 20/1 SPACE -A- 26 20/1 TRACK LIGHTING -A- 667 26 20/1 DED BREAK AREA -A- 400 28 20/1 SPACE - B - 28 20/1 SPARE - B - 28 20/1 WATER HEATER -B - 1500 30 1 20/1 SPACE -C- 30 20/1 SPARE -C- 30 20/1 1 DED BREAK AREA -C- 1200 W 32 20/1 SPACE -A - 32 20/1 SPARE -A- 32 20/1 REFRIGERATOR -A- 1500 34 20/1 SPACE - B - 34 20/1 LIGHT BOXES - B - 1200 34 20/1 SPARE 36 20/1 SPACE -C- 36 20/1 SPARE -C- 36 20/1 SPARE 38 20/1 SPACE -A- 38 100 PANEL"B" -A - 2020 5320 2500 38 2011 SPARE -A- 40 A- 40 20/1 SPACE - B. 40 / -B - 2700 2900 3500 40 20/1 SPARE - B - 42 20/1 SPACE -C- 42 3 -C- 2820 3640 2500 42 20/1 SPARE -C- Through - -- -A- hrough- ---- -A- Through- --- -A- (J-) Feed Lug None -B - eed Lug None -B - Feed Lug None V Connection ---- -C' nnection ---- -C- Connection -- -C-1 Main C- Main 200 -A- 540 20652 Main 200 -A- 7027 2560 5320 2500 Main -- -A- 2020 5320 2500 ! f z Breaker ! - B - 20652 3reaker 1 - B - 5245 2700 2900 3500 Breaker None -B - 2700 2900 3500 ' l/ r .! 3 -C- 20652 3 -C- 5485 4224 3640 2500 --- -C- 2820 3640 2500 KVA phase loads Total -A- - B - -C- ker Notes: Conn KVA phase loads Total -A- - B - -C- Breaker Nates: Conn KVA phase loads Total -A- -B - -C. p . 't. --j 1 - LOC- PROVIDE CIRCUIT BREAKER LOCK-ON DEVICE Breaker Notes: Conn 62.5 1 21.2 1 20.7 1 20.7 1 - LOC-PROVIDE CIRCUIT BREAKER LOCK-ON DEVICE 47.6 17.4 1 14.3 1 15.8 1 - 1 1 27.9 9.8 9.1 9.0 (' 2- Dmd Conn Panel -Bus KVA loads 2 - Dmd Conn Bus KVA loads 2 - Dmd Conn Panel -Bus KVA loads 3- Code L- Lighting 3- 22 18 Code L- Lighting 3- Code L -Lighting 4- Code C-Convenience Receptacles (180 W) 4 - 9 9 Code C-Convenience Receptacles (180 W) 4 - 8 8 Code C-Convenience Receptacles (180 W) 5- 1 1 1 Code R- Receptacles (Non Convenience) 5 - 1 12 12 Code R! Receptacles (Non Convenience) 5- 12 12 Code R- Receptacles (Non Convenience) Panelboard Notes: 63 1 62 Code M1 Motors Largest motor VA 15724.0 board Notes: 9 9 Code M -Motors I Largest motor VA Panelboard Notes: 9 9 Code M - Motors Largest motor VA r 1 - (E) INDICATES EXISTING EQUIPMENT AND LOAD TO Code E - Electric Heat 1 - (E) INDICATES EXISTING EQUIPMENT AND LOAD TO Code E - Electric Heat 1 - Code E -Electric Heat Q 2 - REMAIN. CIRCUIT NUMBERS SHOWN FOR REFERENCE Code K- Kitchen Equip Demand 1000/6 2 - REMAIN. CIRCUIT NUMBERS SHOWN FOR REFERENCE Code K- Kitchen Equip Demand 100% 2 - Code K -Kitchen Equip Demand 100% 3- lCocle D-Dwelling Units (Hotel/Motel Rooms) 3- ICode D-Dwelling Units (Hotel/Motel Rooms) 3- Code D- Dwelling Units (Hotel/Motel Rooms) 4- 64 62 Total KVA 4 - 52 48 ITotal KVA 4- 28 28 ITotal KVA j 5- + Spare KVA °I°Spare 5- + Spare KVA %Spare 5- I + Spare KVA °I°Spare SURFACE : Mounting 64 Adjusted KVA (Demand KVA+ Spare KVA) JRFACE : Mounting 52 Adjusted KVA (Demand KVA + Spare KVA) SURFACE : Mounting 28 Adjusted KVA (Demand KVA + Spare KVA) EXISTING : Amps AIC Rating 178 Adjusted Demand Amps AISTING : Amps AIC Rating 145 Adjusted Demand Amps EXISTING : Amps AIC Rating 78 Adjusted Demand Amps 200 : Amp Rating of Bus 180 Nigh Phase Demand Amps 1-May-14 200 : Amp Rating of Bus 1 159 lHigh Phase Demand Amps 1-May-14 100 : Amp Rating of Bus 82 IHIgh Phase Demand Amps 1-May-14 V) MCB : Panel Amp Rating (Min Main or Bus Rating) File Name: I Project Number: Project Name: MCB : Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name : MLO : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number: I Project Name : 208 : Phase to Phase Voltage PANEL MDP 414995 DXL 208 : Phase to Phase Voltage PANEL A 414995 DAL 208 : Phase to Phase Voltage PANEL B 414995 DAL C10 00 Ca `4C N CLD O -- J X z 3 #8 at #100 THW IN 3/4- C. 3 #8 do #100 MW IN 3/4- C. db NEW 60 AMP N.F. DISC. SWITCH NEW 60 AMP N.F. DISC. SWITCH FM AND WPGFI AT RTU-1 BY T.G.C. AND WPGFI AT RTU-3 BY T.G.C. NEW 60 AMP N.F. DISC. SWITCH _f" NEW 60 AMP N.F. DISC. SWITCH AND WPGFI AT RTU-2 BY T.G.C. 1._ AND WPGFI AT RTU-4 BY T.G.C. 3 #8 & #100 3 #8 & #100 THW IN 3/4- C. THIN IN 3/4- C. F_ NEW 60 AMP N.F. DISC. SWITCH AND WPGFI AT RTU-5 8Y T.G.C. I THW 3/e . ROOF THW IN 3/4- C. 1- CONDUIT TO UJ BASE TELEPHONE CEILING DISTRIBUTION EXISTING � PHONE SYSTEM ENCLOSURE ELECTRIC (21-x15-) METER BY 24#3/0. QUAD RECEPTACLE FOR PHONE LANDLORD RELOCATED PANEL A SYSTEM ... EXTEND 2 C. (200A. MCB) LIGHTING 4#3/0 IR #80 EXISTING CSONTREOL ALARM SYSTEM URE M M {BY T.O.C.) (12.3.4.5-) —24 PORT PATCH PANEL ac' 'w 8 81 PES 200A DIS. SWITCH, --+—RELOCATED PANEL 8 MDP (3)2ooA # A B ODA' MLO) LOWELL WALL-MOUNTED SHELVE Exl PANEL MOP STING MODEL FS/8-18. u OREGON { *• 00A MCS) EXISTNG RELOCATED 48-x08- 48 x8 PLYWOOD PLYWOOD PATCH PANELING WIRE UNIT TO 8E �• Rp 4#3. #8G BACK80 BACKBOARD MtXINTEO BELOW SHELF FOR EASE (BY T.G.C. (BY T.G.C.) OF CABLEING BETWEEN PATCH PANEL 5/1/2014 AND NEWTOWRK SWITCH DEVICE., ELECTRICAL SERVICES TO BE LABEL 1 OF 2 AND 2 OF 2 8!10* Joy D. Rohkohl. P.E. WITH A PERMANENT LABEL AT POINT OF SERVICE. FLOOR QUAD RECEPTACLE AND RJ31X JACK SIGNATURE FOR ALARM SYSTEM 84681 PE T.G.C. SHALL VERIFY ALL ELECTRICAL REQUIREMENTS REG. N0. OF EXISTING MECHANICAL EQUIPMENT (HVAC. ETC.). FIELD VERIFY SIZE OF EXISTING INFORMATION SHOWN ON PANEL RISER AND SCHEDULE REFERENCE ONLY CONDUIT & CONDUCTORS AND IS FOR REFERENCE ONLY. T.G.C. SHALL ADJUST WIRE NOT APPROVED WITH THIS PERMIT DUNHAM's Job Number REUSE IF SIZES MEET THOSE SIZE, BREAKER SIZE, DISCONNECT SWITCH, ETC., AS DUNH M's Job LISTED ABOVE. REQUIRED PER MANUFACTURER'S SPECinCATIONS. Drawn By MMM Appy d By RM ELECTRICAL RISER DIAGRAM Sheet Title N.T.s. D U N H A M s�vtBsR�c DIAGUM Dunham Associates, Inc. 50 South Sixth Street/Suite 1100 Sheet Number Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com �3 * 1 mechanical + electrical consulting engineering COPMIN 1111W IL CARISON, AKNIECT 2014 11 . M Py BRUCE M. GENERAL ELECTRICAL w CARLSON TEMPORARY SERVICES architecture - planning - interior design BRUCE M. CARLSON, ARCHITECT GENERAL 800 WASHINGTON AVE. N., SUITE 208 GENERALTHE GENERAL CONDITIONS OF THE ALL MINNEAPOLIS, MN 55401-1 1 48 THE CONTRACTOR SHAD. PROVIDE THE FOLLOWING SPECIFIC ITEMS OF TEMPORARY ALL WIRING SHALL MINIMALLY CONFORM TO THE STANDARDS OF THE NATIONAL A AP LICABLE INSTRUCTIONS0 BIDDERS SHALL FORM AnPART OFF THIS ALONG SE 0 ELECTRIC CODE AND MEET ALL LOCAL REGULATIONS. SERVICES: PHONE: (612) 547-1300 OF THE SPECIFICATIONS. TELEPHONE - THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL A JOB SITE E-MAIL: info®cmarch.com B. REQUIREMENTS FOR BIDDERS AND CONTRACTORS WHICH ARE CONTAINED IN LIGHTING AND POWER PANELS TELEPHONE AND NOTIFY TENANT AS LISTED ON SHEET A-1 OF THE TELEPHONE CONTACT: ERIC B R O O ST I N OTHER SECTIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED BINDING 1. ALL LIGHT AND POWER PANELS SHALL BE GENERAL ELECTRIC, CUTLER-HAMMER, NUMBER AND THE NAME OF THE SUPERINTENDENT. UNDER THIS SECTION, UNLESS OTHERWISE NOTED HEREIN. SQUARE 0 OR I-T-E UTILIZING BOLTED BREAKERS WITH INTEGRAL MAIN BREAKER TEMPORARY WATER - WATER REQUIRED IN THE PERFORMANCE OF THE Project Address SIZE PER PLANS. CONTRACT SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. WATER SCOPE USED FOR HUMAN CONSUMPTION SHALL CONFORM TO REQUIREMENTS OF STATE D X L #9735 EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE STEP DOWN TRANSFORMERS AND LOCAL AUTHORITIES FOR POTABLE WATER. CONSTRUCTION DETAILS BEFORE SUBMITTING HIS BID. NO ALLOWANCES WILL BE WASHINGTON SQUARE T00 MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. ALL 1. STEP DOWN TRANSFORMERS SHALL BE EQUAL TO GE OR SQUARE D 600 VOLT TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE REQUIRED IN THE PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF CLASS, "DRY TYPE", SINGLE OR THREE PHASE PER PLANS, CLASS "R" PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR BY THE THE GENERAL CONSTRUCTION. INSULATION WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE. CONTRACTOR WHO SHALL FURNISH, INSTALL, AND MAINTAIN ALL TEMPORARY 10218 SW WASHINGTON OVERHEAD CONSTRUCTION, METERS, DROPS, AND OTHER WIRING AND FITTINGS INSPECTION OF SITE CONDUIT FOR BOTH LIGHT AND POWER AT LOCATIONS REQUIRED IN THE WORK AND SQUARE ROAD PROPOSALS ARE ACCEPTED WITH THE ASSUMPTION THAT CONTRACTOR IS SHALL BEAR THE COST OF MAKING THE SERVICE CONNECTIONS. BEFORE FINAL FAMILIAR WITH JOBSITE CONDITIONS AND UTILITY LOCATIONS. THE LACK OF 1. ALL CONDUIT SHALL BE RUN CONCEALED IN FINISHED AREAS. ALL CONDUIT ACCEPTANCE, TEMPORARY ELECTRICAL. SERVICE FACILITIES INSTALLED BY THE SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR UNDER GROUND OR IN CONCRETE SLAB SHALL BE RIGID CONDUIT. ALL CONTRACTOR SHALL BE REMOVED, AND THE SERVICE CONNECTIONS SEVERED IN T I U A R D 0 R OF ANY RESPONSIBILITY. OTHER CONDUIT MAY BE "THIN WALL". ALL OUTLETS SHALL BE FLUSH ACCEPTABLE MANNER. MOUNTED. ALL CONDUITS SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES PERMITS TO THE BUILDING CONSTRUCTION AND SHALL BE LEVEL. TEMPORARY HEAT - WHEN REQUIRED FOR PROPER INSTALLATION OR PROTECTION 97223 OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR INVOLVED. 2. CONTRACTOR WILL PROVIDE NECESSARY CABLES, JUMPERS, ETC. TO INSURE TEMPORARY HEATING UNITS AS APPROVED BY THE LANDLORD OR LOCALAUTHORITY. CONTINUOUS GROUND IN CONDUIT SYSTEM. Issue Date CODE REQUIREMENT'S COST OF LANDLORD PROVIDED UTILITY SERVICES - IF THE LANDLORD ELECTS 04-21 -14 ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE 3. E.C.R.S REQUIRE TRUE THREE WIRE DEDICATED AC LINES. THIS IS A TRUE TO PROVIDE TEMPORARY UTILITY SERVICES. THE CONTRACTOR WILL BE SO GROUND NOT A NEUTRAL CONDUIT MUST NOT BE USED AS THE ONLY Revisions SPECIFICATIONS, DRAWINGS AND OWNER'S INSTRUCTIONS AND SHALL SATISFY ALL GROUNDING MEANS. INFORMED BY THE TENANT. THE CONTRACTOR SHALL MAKE PROVISIONS OR APPLICABLE CODES, ORDINANCES, OR REGULATIONS OF THE GOVERNING BODIES, COORDINATE WITH LANDLORD'S GENERAL CONSTRUCTOR TO PAY THE COST OF Date Description By WHETHER SO SHOWN OR NOT. ALL MODIFICATIONS REQUIRED BY SUCH 4. ALL WIRING CONDUITS, ETC. REQUIRED FOR THE PROPER CONTROL. OF THE SAID TEMPORARY CONSTRUCTION AND UTILITY SERVICES. AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL WAC SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUB- COST TO THE OWNER. CONTRACTOR. THE MECHANICAL SUB-CONTRACTOR SHALL SUPPLY THE a MATERIALS AND WORKMANSHIP CONTROLS AND WIRING DIAGRAMS TO THE ELECTRICAL SUB-CONTRACTOR. NOTE FOR TENANT GENERAL CONTRACTOR: ALL UNITS SHALL BE PROVIDED WITH INDIVIDUAL DISCONNECTS AT EACH UNIT IT IS THE RESPONSIBILITY OF THE TENANTS GENERAL CONTRACTOR TO MAKE USE 0 A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. OF APPLICABLE NOTES do SPECIFICATIONS LISTED ON THIS SHEET AS THEY MAY AS RECOMMENDED BY THE MANUFACTURERS AND, UNLESS OTHERWISE SPECIFIED, PERTAIN TO THE SPECIFIC JOB. REFERENCE OTHER MEP SHEETS FOR AND/OR SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USED SHALL 5. WHERE STORE IS ON ANY LEVEL BUT GROUND LEVEL, THE TENANT'S OVERRIDING SPECIFICATIONS. BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS AND TELEPHONE FLOOR OUTLETS TIGHT AGAINST THE UNDERSIDE B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT OF THE SECOND FLOOR LEVEL THE SECOND FLOOR STRUCTURAL SLAB Q WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK SHALL SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS BE PROPERLY PROTECTED DURING CONSTRUCTION AND, UPON COMPLETION, THE SHOWN ON THE PLANS. GUARANTEE INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALL DEBRIS REMOVED FROM ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A THE SITE. 6. ALL TELEPHONE WIRE SHALL BE INSTALLED IN CONDUIT. ALL WIRE SHALL BE PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM COPPER. SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE Q CODES AND REGULATIONS CONDUCTORS REPAIRED OR REPLACED BY THE SUB-CONTRACTOR WITHOUT ADDITIONAL CHARGE EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND TO THE TENANT. a REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN OR SPECIFIED. 1. NO ALUMINUM WIRING IS ACCEPTABLE. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE WITH SUCH CODES, HE SHALL PROMPTLY NOTIFY THE GENERAL 2. NO. 10 AND SMALLER, SOLID CONDUCTOR, COPPER TYPES, TW, THW, CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR PERFORMS THWN. R. RH, RHW. WITH IDEAL WINGNUTS AND SCOTCHLOCK CONNECTORS. ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GIVING SUCH NOTICE. THE SUBCONTRACTOR SHALL 3. NO. 8 AND LARGER, STRANDED CONDUCTOR, COPPER TYPES, THW. BEAR ALL COSTS ARISING THEREFROM. THWN, RHW, WITH SOLDERLESS BOLTED PRESSURE CONNECTORS. J W PROTECTION OF WORK AND PROPERTY 4. FIXTURE WIRING, WIRING IN CHANNELS OF FLUORESCENT FIXTURES SHAD. ,. A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF BE EITHER RHH ON THERMOPLASTIC "APPLIANCE WIRE" - 105 DEGREE C ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY COPPER (CSA TYPE THW). FROM INJURY OR LOSS ARISING FROM HIS WORK. HE SHALL MAKE GOOD ANY 5. MINIMUM SIZE. SHALL BE NO. 12 AWG, TYPE THWN, EXCEPT FOR CONTROL SUCH DAMAGE. INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DUE TO CIRCUITS. CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGLIGENCE. HE a SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS WELL OUTLET BOXES B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE FLOOR OUTLETS SHALL BE HUBBELL DUPLEX FLUSH RECEPTACLE 15A 125V, v SAFETY OF THEIR EMPLOYEES ON THE JOB AND SHALL COMPLY WITH ALL MODEL #5262-WHI (WHITE), RECESSED IN FLOOR BOX HUBBELL #82436 PROVISIONS OF FEDERAL. STATE AND LOCAL BUILDING CODES AND SAFETY LAWS SQUARE AND ROUND COVER (BRASS) WITH DUPLEX FLAPS, HUBBELL 11 1 TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR ADJACENT TO THE ISS-3825. EACH FLOOR BOX SHALL BE SUPPLIED WITH THE APPROPRIATE PREMISES WHERE THE WORK IS BEING PERFORMED. EACH SUBCONTRACTOR HUBBELL SERIES S-3084 CARPET FLANGE TO ACCOMMODATE THE VICINITY �� (/ SHALL MAINTAIN ALL INSURANCE REQUIRED TO PROTECT HIMSELF. OWNER AND FLOORING. TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBLIC LIABILITY. WALL OUTLETS AND OUTLET COVERS SHALL BE GRAY IN COLOR. CHANGES IN THE WORK BUZZERS/CHIMES/PUSH BUTTONS THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING. ADDING TO OR DEDUCTING FROM THE 1. BUZZERS, CHIMES AND PUSHBUTTONS SHALL BE EQUAL TO THOSE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. MANUFACTURED BY EDWARDS AND SHALL OPERATE FROM A 24 VOLT COOPERATION TRANSFORMER ON THE STOCKROOM RECEPTACLE CIRCUIT. /_� ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN 2. WHEN USED IN AN EXTERIOR CONDITION, THE PUSH BUTTON SHALL MEET NEMA V CONJUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN STANDARDS FOR EXTERIOR OPERATION. A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE ADEQUATE TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. THE 3. CHIMES AND BUZZERS SHALL BE MOUNTED ON THE WALL, (BENEATH THE Q.�E OWNER SHALL BE CONSULTED TO RESOLVE ANY QUESTIONS WHICH MIGHT CEILING) IN THE STOCKROOM AND INSIDE THE CASH/WRAP IN THE SALES AREA ARISE BETWEEN TRADES AS TO THE PLACING OF LINES, DUCTS. CONDUITS. FIXTURES. OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO REMOVE ANY 4. SIGNAL CONDUCTORS WIRING FOR ANNUNCIATOR DEVICES AND BETWEEN GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OF STRENGTH MULTIPLE DEVICES AND THEIR ACTIVATORS. SHALL BE ROUTED AND SHIELDED OF THE STRUCTURE. ACCORDING TO PREVAILING ORDINANCES. SUBSTITUTION OF MATERIALS / ^ MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE EQUIPMENT IDENTIFICATION PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE ISI OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOOD 1. IDENTIFY ALL EQUIPMENT AND APPARATUS WITH ENGRAVED BAKELITE NAMEPLATE ' /� OR BETTER THAN THE MATERIAL SPECIFIED. AND WILL SERVE WITH EQUAL OR IMPRESSED, PLASTIC NAME STRIP. ry EFFICIENCY AND DEPENDABILITY, THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. 2. FURNISH A TYPEWRITTEN CIRCUIT DIRECTORY CARO IN ALL LIGHTING AND POWER SHOP DRAWINGS PANELS. C---4 v' CD SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND ` SYSTEMS. AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED C NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. r- DRAWINGS AND SPECIFICATIONS A THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE VARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. B. SHOULD THE CONTRACTOR DEEM IT NECESSARY TO MAKE CHANGES TO ITEMS SHOWN ON CONTRACT DRAWINGS, THE SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL RESPONSIBILITY THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. E CIFM V) W a 84 81 PE - �.OREGON 0 fir© RON`�q EXPIRES: 5/1/2014 Jay D. Rohkohl, P.E. SIGNATURE 84681 PE REFERENCE ONLY REG. NO. NOT APPROVED WITH THIS PERMIT DUNHAM's Job Number 0415871-001-00 Drawn By MMM App RM v`d BY Sheet Title DUNHAM SWAM Dunham Associates, Inc. 50 South Sixth Street 1 Suite 1100 Sheet Number Minneapolis,Minnesota 55402-1540 PHONE 612.465.7550 FAx 612.465.7551 WEB dunhameng.com E�4.0 mechanical + electrical consulting engineering OWYRItK BnICE IL CAM AKHnECT 2414 I FC i, �9 t, �R BRUCE M. ; CARLSON architecture - planning - interior design 014 BRUCE M. CARLSON, ARCHITECT 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 E-MAIL: infoOcmarch.com E-1 CONTACT: ERIC BROOSTIN Project Address DXL #9735 WASHINGTON SQUARE T00 10218 SW WASHINGTON fE SQUARE ROAD TIGARD , OR ,4'' 1 97223 10 16 010 01 �, -14:e � 6 � Issue Date �r I 04--21 --14 Revisions 1 -Q Dote Description BY 101- I'-4 ( 2.` 3"VTR ,.t r I ! Nt P-4 q ' a 1Q fi W�--1 I Q r,�. E'.4 N OP-5 I Q 5 h � e'0%. I 6 � y� 23 o P-3 P-1 I -P-1 P-3o _ 0 2"T ,�- I I _27 P-2o P-2 e I a - .emso. %.% �2 'I �UAY (b FCO M I I P-1 P-1 O 0 -4" r I FCO II p !1Ljj P-2 -1! I O - r .ems. Q WASTE AND VENT P-z 6 DOMESTIC C WATER 0 � ri--- PLUMBING PLAN P-32 RISER DIAGRAMr3-- RISER DIAGRAM V) P 1.0 1/4!' - 1'-0 P 1.0 NOT TO SCALEP 1,0 NOT TO SCALE Z C/") O 011_� Z VACUUM BREAKER BY P.C. HW INSULATE ALL PIPING GATE/BALL VALVE IN ACCORDANCE WITH ":f BY P.C. (TYP.) SPECIFICATIONS. � �`� '-cCW UNION BY P.C. (TYP.) `LJ` i' 3/4" T & P RELIEF 3/4" VALVE BY P.C. ., rr WATER HEATER REFER TO SHEET M2 FOR PIPING � I� � MATERIAL SPECIFICATIONS 0, CD 2" WIDE, 20 GA. SHEET PLUMBING PLAN NOTES C --4 (f) METAL BAND, SECURE TO Il— WALL FOR SEISMIC Oi EXTEND NEW 1" CW LINE AND CONNECT TO EXISTING MIN. 1" WATER r- If— BRACING WHERE REQUIRED LINE - VERIFY SIZE AND LOCATION IN FIELD. PROVIDE SHUT-OFF BY CODE. VALVE AT CONNECTION. DRAIN VALVE BY P.C.—�, a EXTEND NEW 2" VENT UP TO NEW 3" VTR, LOCATE TOILET VENT STACK SO THAT ALL ROOF PENETRATIONS OCCUR AT A MINIMUM OF TEN FEET (10'-0") AWAY FROM ANY MECHANICAL EQUIPMENT INTAKES 6 OR OUTSIDE AIR INTAKE HOODS. I O EXTEND 4" SANITARY PIPING AND CONNECT TO MIN. 4" SANITARY PIPING BELOW FLOOR. VERIFY EXACT LOCATION IN FIELD. Li HUBBARD ENTERPRISES, SEPARATE 3/4" DRAINS- O NEW WATER HEATER ON PLATFORM ABOVE MOP SINK. SEE DETAIL FOR QUICKSTAND #40-SWHP-WH, DISCHARGE AT FLOOR ADDITIONAL REQUIREMENTS. WALL MOUNTED PLATFORM. DRAIN < PROVIDE ZURN MODEL #Z1022 (OR APPROVED EQUAL) AUTOMATIC TRAP PRIMER AND EXTEND 1/2" COPPER TO FLOOR DRAIN TRAP PRIMMER CONNECTION. 6� PROVIDE HOT WATER MIXING VALVE, LEONARD MODEL 270-LF OR APPROVED EQUAL - SET OUTLET TEMP AT 119F. GENERAL PLUMBING NOTES 4 WATER HEATER DETAIL ELECTRIC WATER HEATER SCHEDULE A. CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH SYMBOL LEGEND P-�-o NOT TO SCALE ALL REQUIREMENTS OF THE PROJECT AND NOTIFY THE ENGINEER IMMEDIATELY a ELBOW DOWN TAG MANUFACTURER MODEL NO. KW VOLTS NOTES Uj OF ANY DISCREPANCIES FOUND. THIS SHALL BE DONE PRIOR TO BID TO _� WALL CLEANOUT PREVENT UNKNOWN ADDITIONAL COSTS TO THE OWNER. WH-1 AO SMITH DEL-10 1,5 SEE ELEC 10 GALLON ---� PIPE CAP t B. ANY CHANGES AND OR UPGRADE TO EXISTING PLUMBING SYSTEMS SHALL 0 ELBOW UP ABBREVIATIONS COMPLY WITH ALL CODES AND MALL CRITERIA. EXISTING SYSTEMS SHALL POSSES THE CAPACITY TO HANDLE ANY ALL CHANGES IN LOAD. 0 TEE, OUTLET UP PLUMBING FIXTURE SCHEDULE TEE OUTLET DOWN FD FLOOR DRAIN ��C" PR�ffJ' C. BEFORE CORE DRILLING OR CHANNELING THE FLOOR SLAB, THE c � c't� f� �, CONTRACTOR SHALL X-RAY THE AREA UNDER CONSTRUCTION FOR PIPES CHECK VALVE FS FLOOR SINK MARK TYPE MANUFACTURE AND W V CW HW REMARKS HIDDEN WITHIN OR BELOW THE SLAB. ANY DAMAGE TO EXISTING TO REMAIN SHUTOFF VALVE MODEL NUMBER w14678PE'O SERVICES TO BE REPAIRED AT CONTRACTOR EXPENSE. FCO FLOOR CLEAN-OUT 0. COORDINATE WITH PROPERTY MANAGEMENT PRIOR TO REMOVAL OF ALL PRESSURE REDUCING VALVE CO CLEAN-OUT AMERICAN STANDARD MODEL FURNISH WITH AMERICAN STANDARD MODEL GREG EXISTING FLOOR SLAB AND THE CONNECTION BETWEEN NEW AND EXISTING (SETTING AS NOTED, PSI) VTR VENT THROUGH ROOF P-1 WATER CLOSET 211AA.104 CHAMPION PRO ADA 4' 2" 1 2" - 5910.110 OPEN FRONT SEAT - A.D.A. , SERVICES ..c BALL VALVE BFP BACK FLOW PREVENTER COMPLIANT - 1.28 GPF / COMPLIANT - COLOR TO BE WHITE. Jar ----I F-- BUTTERFLY VALVE FURNISH WITH AMERICAN STANDARD E. REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL ELEVATIONS FOR HB HOSE BIBB AMERICAN STANDARD MODEL ,� CENTER FAUCET 0.35GPM W/ 5/1/2014 " MOUNTING HEIGHTS FOR ALL PLUMBING FIXTURES. REDUCED PRESSURE ZONE SS SANITARY SEWER P-2 LAVATORY WALL HUNG 0355,012 LUCERNE W/ ZURN 1231 2" 1-11Z 1/2- 1/27 7500.174 4WRIST BLADE HANDLES AND GRID STRAINER BACKFLOW PREVENTER CONCEALED ARM CARRIER DRAIN - PROVIDE ADA INSULATION KIT. Dale J. Holland, P.E. F. ALL SHUTOFF VALVES SHALL BE ACCESSIBLE. DO NOT LOCATED ANY VALVES GW GREASE WASTE 6"� TYPE 'B' POLISHED BRONZE TOP W/ ABOVE DUCTWORK, ELECTRICAL CONDUIT, CABLE TRAYS OR PIPING THAT SOLENOID VALVE P-3 FLOOR DRAIN ZURN MODEL #ZB-415-8-P 3" 1-1/2" - - TRAP PRIMER CONNECTION WOULD MAKE THE VALVES INACCESSIBLE OR UNABLE TO VISUAL SEE THE GAS PRESSURE REGULATOR VALVE VALVES LOCATION. LOCATE THE BRANCH SHUTOFF VALVES AS CLOSE AS HI-LO UNIT TO BE INSTALLED WITH ACCESSORY SIGNATURE POSSIBLE TO THE BRANCH CONNECTION TO THE MAIN SERVICE WHILE PIPE UNIONP-4 WATER ELKAY MODEL 17STL8C 2" 1-1/2" 1/27 - APRON LKAPREZL FOR ADA COMPLIANCE IF 14678PE MAINTAINING THE VALVE ACCESSIBILITY. ABOVE CEILING VALVES TO BE LEGEND COOLER MTD. ON EXPOSED WALL REFERENCE ONLY REG. NO. LOCATED NEAR CEILING ACCESS PANELS. SHOCK ABSORBER NOT APPROVED WITH THIS pERWT } G. THE PLUMBING CONTRACTOR TO PROVIDE ALL PIPING, SINK TAILPIECES, SINK EXISTING SANITARY WASTE PROVIDE W/ VINYL BUMPER GUARDS DUNHAM's Job Number DRAIN FITTINGS, AND ALL OTHER MISC FITTINGS AS REQUIRED. ELBOW NEW SANITARY WASTE P-5 MOP SINK FIAT MODEL NO. MSB 2424 2" 1-1/2" 3/4" 3/4" #E77AA24, HOSE AND BRACKET #832AA, 0415871-041-00 a BASIN & MOP HANGER #889CC. FAUCET SHALL Drawn H H. PROVIDE DEEP SEAL P-TRAP FOR ALL FLOOR DRAINS. FLOOR DRAIN -------�----- NEW VENT BE AMERICAN STANDARD #8344.012 JPK y I. PROVIDE ADDITIONAL FLOOR CLEANOUTS OR WALL CLEANOUTS AS DIRECTED GOLD WATER PIPING (EXISTING) FURNISH WITH ELKAY MODEL LKD2223 App v,d By BY THE ADMINISTRATIVE AUTHORITY. FLOOR SINK - COLD WATER PIPING (CW) P-6 SINGLE BOWL ELKAY MODEL LR1720 2" 1-1/2" 1/2- 1/27 1--1/2" SINGLE HOLE FAUCET & ELKAY GMS - - HOT WATER PIPING (EXISTING) SINK MODEL LK35 DRAIN FITTING. ® Sheet Title J. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. WH +}— WALL HYDRANT HOT WATER PIPING (HW) i K. INSULATE ALL EXPOSED PIPING UNDER CABINETS AND LAVATORY SINKS. HB +1-- HOSE BIBB G GAS (EXISTING) FCO CLEANOUT ZURN MODEL #ZB-1400 4' - - - POLISHED BRONZE TOP D U N H A M PLUMBING (�} FLOOR CLEANOUT G GAS PLAN L. SLEEVE AND SEAL ALL FLOOR PENETRATIONS LIQUID TIGHT AND INSTALL " ,.�_ GAS COCK VALVE ------G------- GAS PIPING ON ROOF WATERPROOF FLOOR MEMBRANE, MEMBRANE SHALL EXTEND UP WALLS 6 - Dunham Associates, Inc. ALL PLUMBING AREAS. CONNECT EXISTING NOTE: APPROVED EQUALS ARE ACCEPTED 50 South Sixth Street/Suite 1100 Sheet Number Minneapolis,Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 air WEB dunhameng.com P0• mechanical + electrical consulting engineering COPYRIGHT M fry CMISOK AiRCtN1ECT 2014 f